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� 91
i
i SOLID COVER Z =
2"x BEAM SEE TABLE 4
MIN. 2 x2 x0.044" (TYPICAL.) �O
I
OVERHANG VARIES ^I
SIDE WALL HEADER ATTACHED TO 2.�. MAX �.w. _ 112 NG BOTH SIDES MAX MADTH Sr VARIES W� ado �o
# f t EDGE'BEAM MOL 2 PO1/2` SMS WITH ' H" ROUGH OPENING �w < r�
aux
i 3.1/2 SLAB ON UPRN,ttT 1"x r r x r rn
SIDE WALL PURLINS ATTACHED TO -GRADE OR RAISED z�zo �o•+o °i
1 x•2" x Q044 OPEN BACK V N MAX -- 3 J <
FOOTING
t"x2'xO.(144' OPEN BACK (SEE DETAIL) 3,� O10 S F
SLAB 3 1/2` MIN. Z
ATTACHED'fY) FRONT POST
WITH-MIN 2 /10 x I 1 f2" SMS- o W �o W d
IN SCREW BOSSES
WITH /t0-x 2` SMS MAX TYPICAL ctAss Roots iMtH SOLID ROOF TYPICAL FRONT VIEW FRAMING
6- FROM-EJ►CH:PURLIN • (HEIGHT OF UPRIGHT IS MEASURED FROM. TYPICAL GLASS ROOM WALL `�8 o,ZSc z z 0
AND 24` O,G TOP OF i"xr PLATE TO BOTTOM OF wAt1 BEAM) US �p
ao,,g 01a of`poi
ca zuj
I
FRONT AND SIDE BOTTOM RA0.S W W Q019' ALUMINUM COVER PAN OR CONTINUOUS <m�Via--'Wo
FRONT WALL PURUN ATTACHED TO CONCRETE WITH Wo 5acn d 0:
1/4-x2 1/4- MASONRY QUICK SET 0.75" RIgD INSULATION c�3d�md�G a
<: 0 6" FROM EACH POST AND 24' O.H N� wzv< z
wzw,.czi0Z -c
O.C. MAX AND WALLS A MLN_ i` ALUMINUM PANEL COVER _ I o �z>N d<N
yy. XN
��
FROM EDGE OF CONCRETE �' Wd m dzj
x 5/8` CORROSION RESISTIVE
TYPICAL CORNER DETAIL 2'x—BEAM AND COLUMNS F WASHER HEADED SCREWS O 24'
in
�. 4 - 1/4 wr LAG BOLTS ALUMINUM COVER OR MAX_ COLUMNS, SPACING O.G ALTERNATE 08 x 5/8SMS
r W/1 1/4' FENDER-WASHERS 3" STRUCTURAL INSULATED SEE TABLES W W W/ 1/Y DIAMETER WASHER w
I PER 4' PAIIEL ACROSS THE ALUMINUM
FRONT AND 24" O.C. ALONG 1� 040 TYPICAL PANEL V
i SIDES (WALK-ON) HEADER ATTACHED TO POST
'W VARIES L NOTES:.
W/ MIN. 2 /10 x 1 1/2"-
tr 1. INSTALL RGAD FOAM INSULATION INTO ALUMINUM ROOF PAN. m Q
§ f IN SCREW BOSSES TYPICAL GLASS ROOM 2. COVER INSULATION WITH 0.019' PROTECTOR PANEL WITH OVERLAPPING SEAMS- Q z
' / 2W. 2"x3". OR 3'xr
I 2' x 2` OF 2' x3' HOLLOW NOTES 3, INSULATION PANEL SHALL BE CLOSED WITH
ALUMINUM ENO CAP TO SECURE PLACEMENT
T H NESTING OF WILDLFE AND OR INSECTS.
HOLLOW SEE SPAN TABLES 1. ANCHOR 1" x r OPEN BACK EXiRUSiON MATH TAPCON 1/4" x 2 1/4' LENGTH 4_ PROTECTOR PAN£l WtAND'70 DISCOURAGE Tll BE SECURED BY jB 5/8' CORROSION RESISTIVE WASHER OD
OD
SEE SPIN ABLE HEADER MAX
i r ANCHOROR EQUAL
WALL WITH OF 1 j2" /10 SMS•MATH WASHERS 2'-0' O_C- SPACING HEADED SCREWS J
CHAIR RAA AND 1oCI<(LATE
FOR SNAP EXTRUSIONS 5. SCREW PATTERN WILL BE 12`ON ALL PERIMETERS AND 24' O.C. FlF_!.0 ON EACH PANEL. Q Q
CHAR AIL NOHOW RAIL CHAIR RAL•ATTACHED TO ANCHOR BEAM ANO COLUMN KNEE BEAM MAi1i ANCHOR CUPS ANO (10 SCREWS 6 ALUMINUM ENO CAP WILL BE ATTACHED WITH 3 /8x1/2` OORROSION RESISTIVE WASHER J
SMSPOSTIN/SCREW BOSSES 1 1/2 AND WASHERS 3
_ 2. MIN. SLAB THICKNESS FOR-SLAB ON GRADE IS 3 1/2" CONCRETE. 7_ SEAL ALL SCREWHEADS IMTH.CAULKING.
POST ATTACHED TO BOTTOM
W/MN. 3 #10 x 1 1/2' BOTTOM RAI OPEN BACK 3_ SELECT W/2 WALL BEAM FROM iABI£USiNG LARGER 'A VALUE Of PAN OR COMPOSITE PANELS. J
W/2 OR W/2 + O.H FASTENED DETERMINED
I BASED ON CONSTRUCTION RESISTIVE 3SCREWS. ANS QD
O
N SCREW 13oSSES 4_ "1IY IS CLEAR.DISTANCE FROM HOST STRUCTURE TO FRONT WALL BEAM OF HOST STRUCTURE ANCHORED W/ fl0n)T *
� ►• .► ...: �•
RECEIVING CHANNEL AND 1 /t0,c1/2 O
j 1/4' x 2 1/4' MASONRY HOST RIDGE CAP CONNECTION TO RECEIVING
ANCHOR-*6` FFKkI EACH `
POST AND 24 O.C. 111X. STRUCTURE CHANNEL./COMPOSITE PANELS USE
f ERS SCREW
TYPICAL UPRIGHT DETAIL WINDOW FRAMING CAN ATTACH OR FASCIA t THROUGHt+1/2'
RECEIVVING CHANNELFROMF 1
Dtl2ECTLY TO HEADER SOLID ROOF CAULK ALL. CONHECTt%M °(3
CONNECTION REQusREAz
CONVENTIONAL FRAMING OR (SEE DETAIL) EXTRUDED OR BREAKMETAL HEADER j
ALUMINUM COVER SYSTEM
ING
SHEETBOTH SLOES 0.032* MIN.
Esn/2' SMS a 16'oa CONNECTION TO HOST STRUCTURE �
f ANCHOR 11' x 2"TOO CONCREtE W11H 044' PLATE r x _EXTRUSION PER TABLE MANWFACTURERS TJOIiS GLASS WINDOW INSTALLED PER 1N ALUMINUM SHEETING _
j ! TO CONCRETE W R5 I/ItiHIN 6' HOST STRUCTURE'OR FACIA Ie 'SUB-FACIA CONNECTION REQUlRF3,1ENTS FOR VARIOUS
s EACH SIDE OF EACH POST O 24" ALUMINUM SHEETING FOR VINYL LOAD OONOITUONS LOAD CONDITIONS u
O.C. MAX -OR TtROUG14 ANGLE O - A �� MILD VELOCITY LOADS DEAD + LIVE LOADS
( 24"O.C. UkX
f 3 /10 x 1" SMS INTO SCREW SLOTS GLASS ROOMS
I HOST STRUC1URt 100 MPH 110 MPH 120 MPH 22//5F sa�/`sF 57//5F
MIN. s t/2. SLAB 25M PSI CONC. r x 2`.acTRuslar 1. CONCRETE .1/4'x1-1/a` CONCRETE SCREWS O 12' O.a------>2 e r O.C. �m
63 6-102w W_M_
10 OR F93ER MESH / 2. WOOD FRAME 1/4"x2" - LAG SCREMS O 6' O.C.------------>2 O t" O.0 I a
l 1 1/8` MIN_ IN CONCRETE =03 -040
I //! TYPICAL SECTION GLASS ROOM s t w 40 =
HOST STRUCTURE t10 MPH 120 MPH 22,�/5F WJ/SF 57j/SF X i o
` �. .•
I. CONCRETE 1/4'x1-1/8" CONCRETE SCREWS O� O.C_------>2 0 1' OX, �=m�o�
2 vIu00 FRAME 1/4'x2" LAG SCREWS O tr O•C,- ----->2 O 1' O.C. m x..
VAPOR BARRIER AUAIINUM ATTACHMENT w w F. OR f IBER MESH OONCRETE W x
3 1/2' CONCRETE SLAB 6x6 NOTES: WOOD STRUCTURESS CONNECT To TRUSS BUTTS OR THE SUB FACIA Q�o
POST :TO BASE AND POST TO BEAM DETAIL FRAMING WHERE ONLY 15R OF SCREWS CAN BE OUtStOE THE cJ a a 0.0 4
TRUSS BUTTS/SUB FACIA NO THOSE_AREAS SHALL HAVE DOUBLE ANCHORS l
I r x 2' OF, r x 3" OR r SM8 POST ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MIN 1-1/4" WAST
j 4 3 1/2" MIN. OR SHAD BE WASHER,HEADED SCREWS. ' r
ANCHOR 1' x 2' x0.044' PLATE 2" x r:x 1/8` ANGLE EACH SIDE. %+ '�,
TO CONCRETE WiTH 1/4" x 2 1/2" ATTACH TO POST AND CONCREiE NOTE NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSIO`1
CONCRETE ANCHORS WITHIN 6" OF AT LOAD BEARING WALL WITH 4 k t
VARIES 2'-0' MIN
EACH SIDE; OF EACH POST.O 24' 2 p0 x.1/2' SMS EACH SIDE 3' VAPOR SAM" 6x 2500 PSI `QNC W/
F O.C. MAX-DR THROUGH ANGLE 0 �SiRUCT1�tES ABOVE UNDER SLOPE 6FiEZR,�5 1 MESH OxIO WTYPICAf-
24'O.C. MAX - -
1' x 2" EXTRUSION � 1 � BAR CONT. .i'� BAIR,tXUN1T=
Mit 3 1/Z" lqqq
SLAB 2500 PSI CONC. WELL COMPACTED CLEAN FILL OVER SACRI m. 3 " .8.
6x6-10x10 W.W.M. OR FUER
MESH 1 t/8` MIN_ IN CONCRETE 1�2"�, NATURAL SOIL 90%RELATIVE DENSITY 4 SET If
CONC. FILLED BLOCK STEM WALL 828x16 CMU
Nov_
sCONT.6'x12` CONC. FOOTING WITH 1 #5 oixac '�c' ' 8•
LOCATE ON UNDISTURBED NATURAL:SGML FLAT SLOPE /NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING
• • • VAPOR BARRIER 1 i5 VERT. AT CORNERS AND 0 10'-0' O.0
0 - 2"/12' 2'/12 - i'-10' >
ALTERNATE POST TO BEAM AND PLATE TO CONCRETE DETAIL RAISED PAHO FOOTING SLAB DETAILS ADDRESSING EROSION09 NAM11
of
22, 27 ImulAinj Atir
E l
TABLE 1: MAXIMUM105 SPANS FAR STANDALLOY
ALUMINUM ROOF PANELS OF TABLE 2: MAIL ROOF-BEAM SPANS FOR CARPORT% SCREEN 6c VINYL ROOMS AND TABLE 4- MAX, ROOF AREA-FOR ALUMINUM CARPORT/OPEN BUILDING POST N
! 3105 ARP T H-25 AUAY OTHER OPEN STRUCTURES W FOR ALLOWABLE ROOF AREA USE -AREA' S x (W/2 + O.H.)
WNND LOADS: CARPORTS. SCREEN ROOFAS. AND OTHER OPEN BUILDINGS /SOI IO;ROOFS 6063 T-6 ALLOY
.H. CONDITION NO a t' - -
O H 0. H. 2' a H '3. O. H. EXAMPLE: 'S'- 7' W 12 do aH +. s Z
j 1-i/4 x_0.026` EXAMPLE: FOR SPAN 1` ON ORANANG USE COAD VHDTH �.'Nr/2 t O.H' If.
ALLOWABLE ROOF AREA IN SQUARE FEET �S
1�p MPH NL L g7 2'x 4"x 0.050' TILT BEAM: LOAD VWTH - 14'/7 t 2.O.H. � 9' T TYPE LIVE + DEAD LOAD ww0 LOADS �_ �p
` 11¢MPH•W. L •_ 6•_ _.. BEAM SIZE LOAD ��-! 9. l l O 222# BEAM SPAAM SPAR FORN DESIGNATED LOADS Wb �''m
I 1 MPH-W_ L i MAX HOT. O MAX LOAD W ! 55//SF 22!/SF 100 MPH it0.M1PH 120 MPH a� r
( /-1/4-x.0.032- SEAQ LIVE LOAD WAND LOAD 3x 3`x 0.040" ROLL FORMED .. -K o
100 MPH W. L _ LOAD tNOTH 22!/SF 321/ 100 ISH 110 120 MPH 8'- 0` 7.200 131 327 450 360 300
1• �5 gg g 10'- O` 5.500 100 250 343 275 229 �d oy M
JJJ 120 MPH:1N L 6-10' - 1" 7-11 -- 2 x 3"xO.OW 'RT BtAM OR 2`x 3-x0.050`Exlltlt9dt 12'- 0' 4.700 85 213 294 235: 196 a u+g
j 100 MPH
W. L r- --- 5 8'- r 6'- r 9'- 0" 8'- 1- 7'- 5� Sx 3`x 0.060' ROLL FORMED .. W vo -W<
g
128 UPPH'U 67•-8 6 11� r-g T ..1� -�• �'= �• 1041 ` ' 8•- 6` 7,500 136 341 469 375- 312 N� p-' $m
120 MPH W. L 6'- 1 6• 4` 1. 3 --- 10'- 0" 6.000 109 273 375 300- 250
0.032' 8, 6= 5' S'- ?� r- 2" 6'- 5' S=10' mz43 W Z
9 6'- 0 4'-11 6'- 9' 6'- 0" 5'- 6- 12'- 0` 5.200 95 236 325 235 216 oW n
S tpp MPH.w L gg_ gQ �•- 7" --- 10• 5'= r 4'=8" 6'- 5' S- 8' S'- 3`x 3"x 0.060`_ SCALLOPED . �o §lip,.,
z a
110 MPH W. L T 1 > _ 1 8- 9 --- it' SL 5" 4'- 5' 6'- Y 5'- 5" 5'- 0� 11'-i0" 8.640 157 392 540 432' 360 °0i$j�t�120 MPH-WR L T-.0; 5' g_ 2" - 12' S'- r 4'-.3 5'-10" 5'- 2" 4'- 9` 14'- 0" 7,330 133 333 458 366. 305 zmzamW
0x_•MPH _ - �� : 2`x 4 x 0.050 z TILT:BEAM 161- 01 6.120 111 278 382 306 • 255 <
110
MPH W L 11- 9" i ,11" 12- 5 i3- 2 5• 9•- 9- 8•- 0' 10'-11" 9'- 9' 8'-it' 3x 3x 0.90" TUBE ZO mSty
120
MPH W- L 10'- 8" 10-it it'- 5" 12'-. 3- 6• 8'-1t' T- 3` 10' 0 8'-11" 8•- 1- 11'-10 12960 236 589 810 648 540
< 3x_0.032" T 8'�- 3 6'- 9' 9' 3 8'- 3 T- 6' y oma_G a
_ _ _ _ 14'- Cr0 11.070 201 503 691 554 _ 461 m <W$
100 MPH W_ L 1 8' r- 9 6'- 3 8'- 8` 7'- 9 T= 0 vin W<?U 2 oz
g 9' EXAMPLE T- 3 15'-11" 8' 1' r- �S" 6•_ g^ 16'- 0' 9,150 167 417 574' 459 .383 uj< p <
110 MPH W. L 13__1p�' 14- p$_ 14�- 50-' 15�- 1 ;0' 6-11" 5- r T- 9- 6'-it 6'- 3- 3x 3'x 0.125" TUBE o zo�i 06--
I
IV MPH.W. L 12'- 8` 12-10' 13'- 3" 14'- 4" 13'- 3 13.500 245 614 844 675 563 �<Z X W
j LIVE LOM: ALL BUILpMG TYPES 5' 4` T-. 4' 6'- r 6'- O" o`�W_�m�'m
O.H. CONDITION NO O. H. 1' O. H. 2' O. H. 3. O. H. 12' 6'- 3 5- 0 7' 0` 6'- 3 5'- 9" 14'- 0` 12.000 218 545 750 600. 500
4 1-1/4-x_0.026- 2`x 4`x 0.044 x 0120` S.M.B 16'- 0" 8.000 145 364 500 400 333 Ci.•i
j 20 !/SF:L L T-.0 7'- 3- 8'- 1` --- 5 12'-10` 10'-.5' 14' 4' 12'-10" 11'- 3" 4"x 4"x 0.125- TUBE
30 //SF L L V-9-9" 6'- 1' T= 0" =-- 6- it'- 8` 9'- 6" 13'=1" 11'-.8" 10'-- 8` 15- 9- 23.280 423 1.058 1.455 1.164 970
r i-1/4'x_0.032" 7' 101-10' 8•-10` 12'-1" 10'-10" 9'-11" 18'- 0" 20.712 376 941 1.294 1.034 863 J
20 //SF 1. L. 8'--3 8'-. 6- 9'- 2- 8' 10'- 1' 8'--3` 11'-.�" 10'- t- 9'- 3 20'- 0` 18.430 335 838 1.152 922 . 768
M 30 !/SF L L 6'- 9- 7'-. 0" 7-10" --- 9' 9'- 6" r- 9- 10'--B" 9•- 6" 8'= 8" . ALLOY 6063 T-6 w Q -
j 1-3/4'x_0.026` 10' 9'- 1` r- 5` to*--1` 9'- 1- 8'- 3' •• ALLOY 3105 H16
20 !/SF L. L 7'--4- T-- r 8'- 4' it' 8'- 8` r- 0` 9'--8" 8'- 8' 6•-10` 1. THE SMALLER ROOF AREA OF UVE + DEM LOM AND WIND LOAD SHALL GOVERN W
30 !/SF L L 6'-:0" 6'- 4" T-11" _-- 12• 8'= 3 6' 9" 91 ' 3 8•- S" T= 6'
1-3/4"x_0.032" 2`x 5'x 0.050 x 0.120' SMLB. TABLE 5: ISOLATED FOOTINGS O'J>
20 //SF L L 8' r 8'-10` 9'- 6 -- 5• 15'- r 12'- 4' 16'-11" 15- 2: 13;-10" MAXIMUM ROOF AREA IN SF-FOR CARPORT POST W/ISOLATED FOOTING -1 Z O
30 L- L T--O' r- 6- 13'-10' 1tt
// 4 8'- i` 3 15'- 6' 13'-10 12 8- FOR BELOW LISTED WIND VELOCITY UPLIFT LOADS Z y V
3-x_0-026` 7' 12•-10` 10'- 5` 14'-*4' 12'-•10 11'-8" FOOTING TYPE A SIZE 100 MPH 110 MPH 120 MPH W Q
20 !/SF L L 13--3` t3'- 4' 13-10" 14'- 6' 9' 1/- 3 9 2' i2-8" ii- 3" io'-14" iPOURED
i' 0" 29 25. 2t Z J
3"x_0032` L 10'-.9' 11'-.0" 11'- 6- 12'- 4'
tt' 10'- 8" 8'- 9` 11�'- 0` to'- 8" 9'= 9' t'-4'X 1'-4"X'1•-4" 86 72 61 W Z O
20 //SF L. L. 15'- 1' 15'- 2` 15'- r 16'- 2' it' 10'- 3 8'- 4' 11- 5" /0'=3' 9'= 4" W W Oy
12' 9'- 9" 8'- 8" t0'-11- 9'- 9- 8'-11' 1'-6'X 1'-6"X 2'-0" 163 136 116
30 !/5F L. L 12'-.3 I-V-.5" 12'-ii' IS—8" t1-8"x 1'-8'X 2'-0' 187 156 . 134
1. TOTAL ROOF PANEL WIDTH 2"x 6'x 0.050'x 07`0- 1'-8-X 1•-8"x 2'-6" 275 229 196 �V
Roots WIDTH PI US WALL WMDTH PLUS oVEartAi,c 5• 11-- 20.14- 0 t9 2 1 - 2 is- 8 2'-o'x 2•-o'x 2'-0' 346 288 257
t: 2 THE SMALLEST VALUE OF 7tiE NINA LOAD TABLE OR THE LL TABLE GOVERNS. 6' 15- 8" 12'- 9' 17'-+ 6" 15- 8' 14'- 3' r-6'X 2'-6"X 2'-6" 463 386 331
TABLE 1::MAXIMUM SPANS FOR STANDARD ALLMIRw0.1M ROOF PANELS OF r 14'- 6" ll'-10' 16•-2" 14'- 6- 13'- 3'
3105 H-28 ALLOY 8' 13'- r 11= 1' 15 r 13'- r 12 4' PRE-CAST SLAB,w/80! sACIc-CRETE do BACKFaJ_ OVER sue
AND9' 12'- 9" 10'- 5" 14'_ 3' 12'- 9' iii- 8'
t ;A O.H
O.H. CONDITION NO
SCREEN a H. I O.H. O1F2IETO2:OPE S ONDING$ 10' 12'- 1- 9•-11' 13• 7" 12'- 1` 11'- 1• 1'-4'X t'-4"X 2-4 117 97 56
3 x 0.026` 100 MPH WL 15-ti' 16•- 1'• ts'- 5' 1r- o" 11• ti•- t- 9'= 5` t1--,r 11•- r t0'- 6- ANCHOR ALLOWABLE LOADS I1N0 MAX LOM AREA FOR At�Ct40R5
,..-� 110 MPH W.L 14'- 3" 14'- 5- 14'-10 15'- 6" 12' 10'- 3 9'- 0 12'- 4" 10-- 3 to'- 1`
1-x 1-x O.O6rx 0.120' SMB ANCFIORS INTO 1N000 FOR OPEN BUILDINGS d
120 MPH WL 13'- Or' 13'- �` 13'- r 14'- 4' ,_
3" x 0.032" 100 MPH WILL, 18'-10' 18'-it 19'- 3' '19'- 9` 6• 1T- 9" 14 . 6' 19'-11" 11-- 9" 16'- 3"
110'MPH W.L. 16'-te' 16'-11' i1-- 4" ' 11--it" r 1611- 6` 13'- 5` 181- 5" 16'- 6' 15- 0 /LLIAWABLE LOM /MAX LOAD AREA (&F.) O 120 M.P.H...WIND LOAD r
�- 120 MPH W.L. 15- 4' i5- 6" 15'-it' 16'- 6`
8' t5� 5 12'- 7' 17'•- 3 15'- r /4- 1' f OF ANCHORS- 1 2 3 4
sF� LIVE LOAD; ALL BUILDING TYPES 9" 14- 6"
1t'-10` 16'- 3" 1417- 6' 13'- 3 DIAMETER ANCHORx EMBEDMENT - �+
O.H. CONDITION No O,ti. 1' ox. 2' O.H. 3. O.N. to. 13'- 9" it*- 3" 15- 5" 13'- 9" 12'- 9` �7S
3 x 0-026" 201/SF L.L. 16'- i' 16'- 2` IV- r ir- 2' it' 13= /` 10'- 9' 14= 8` 13'- t- 12'- 0` 1/4'x 1' 2641/13 S.F. 528//25 S.F. 792#/35 S.F. 1.056! S.F.
12' 12= r 10'- 3' 14'- 1' 12'- r 11'- 6" / /2` 396!/19 S.F. 7921/38 S.F. i.i88!/57 S.F. 1.584!/73 S.F.
30}' LL 13'- 1' /3'- 3 13•- r • 14'- 5" / 4' x 1 1
3 x 0.032" 20lLL 18'- 4' 18'- 5- 18'- 9" 19'- 3 13' 12'- 1' 9'-10 13'= 6` 12'- i' 11'- 0' 1/4' x 2 1/2 - 660!/31 Sf. 1,320//63 S.F. 1.980//94 S.F. 2.6401/126 S.F.
30!/SF.LL 14'-it' 15- Is 15- 6" 16'- t' 2`x 7x aO6rx 0.135" S M 8 r'
1. TOTAL ROOF PANEL WIDTH 14' 1iS•- 8` 9'- 6" 13'-0" 11'- 8' 10- r 5/16' x 1' 3121/15 S F. 624!/30 S.F. 936//45 S.F. •1.248//59 S.F.
' ROOM MOAD PUBS WALL E L PULS OVERHANG, 6' 1>S= 4 15'= 0 20- fi' /8'- 4' 16'- 9' 5/16' x 1 1/2"' 468!/22 &F. 936!/45 S.F. 1.4041/67 SF. 1.872! S.F. $ <j
2. THE SMALLEST YALUE 0f THE rNNp LOAD TABLE OR THE LL TABLE GOVERNS 7• i1-- 0` 13-T1 19'- O 17- 0" 15'- 6� 5/j6' x 2 1 S f, 1 4 S F ii S.F.8• ts_ir ts•- 0` 11-- 9" 15'-11 14'- 6 /7' �f/37 .5601n 2.340!/1 3. 20!/148 S.F.S.F
TABLE 1:.MAXIMUII SPANS FOR INDUSTRY STANDARDW n h
AwM1Ww COMPOSITE ROOF 9' • 15 0" 12'= 3 t6= 9- 151- 01 13'- 8-
j I ` PANELS W/3105-Hi4/H-75 J1LUM0((Hj AUAY SHEATHING do 1.0/EPS CORE 10' 14'-10 it•- r /S'-it' 14'- 3` IS- 0, 3/0 x 1' 356!/17 S.F. 7121/34 S.F. 1.068!/34 S.F. 1.424//68 SF. ®� n
MIIND LOTS it* 13'- 0 11'- 1' 15'- 2" 13'- r 12'- 4" 3/8' x 1 1/2' 534(/25 S.F. 1.068(/51 S.F. 1.6021/76 S.F. 2.136(/102 S.F. � o�
CARPORTS, SCREEN 8 VIPIYL ROOMS, AND OTHER OPEN BUM DIti1"'S 12' 13= 0 10'- r 14'- 6' 13'- 0' 11:-10" 3 x 2 1 0�/ 3,� //169 S F. ,,,� ..'O
13' 12'- 6' 10'- r 13'=t1" 12'- 6' it'- 5' /2` - �!/42 &F. 1.780!/85 S.F. 2.67 167 S.F r
' O.H. CONDITION4• i1-- r 9'-10' t3'= 5" 11'- r 10'-11` �•_ ®Z•e• Q�
3'x 0.026` 100 MPH W L 15 O.H.G ' 1510 H 6" 15 O.H.HO'S 6.H 6' 2"x 8`x 0.072`x 0.224- S M B ANCHORS INTO CONCRETE FOR OPEN BUILDINGS R o ooi
i 110 MPH'W.L. 13- 9" 13'- 11' 14'- •4' 15'- 0`" _ _ _ _ �i.m
120 MPH:WL 12•- 6" 12'-• 8` 13•- -2" IV- 11' 7" �1;- 9" 1 - 9' 24'- 4' 21•- 9'
3x 0.032' 100 MPH W.L 16'- 8" 161- 9" 17*- 2` 11-- 9' 9' 11N9v'- 41- 5- r 2 - 6$ 194- 24 it7� 6� ALLOWABLE LOT / MAX LOAD AREA (S f) O 120 M P FI WNNO LOAD o r
110 MPH W.L 14'- 11" 15'- 0' 15- 5' 16'- 1' t0' 14'-10$ 20'- 4� 18'- 1ti 16'- r l µCHOftS 1 2 3 4 1 a
j c 00 MPH W.L. 13'- r 13•- 9' 14'- ' 2` 14•- t0" il' ' iT= 4 14'- 19'- 5 1T- 4 15'-t0' DIAMETER ORS40Rx EMBEDMENT
420.026' 100 MPH W1 15-- 8' 15'; YO' 16'- 2" 16'- 10` t2' 16'- r 13'- T 18'.- i/4' x t i/2" 757!/36 Sf, 1.514//39 SF. 2.271!/108 S.F. 3,028!/144 IF.
-
• 110 MPH WL 14'- 0 14*- r 14'- r 15•- 3 13• 16•- o` 131- or it-10 16"- 0` 14'- rr
120 MPH W.L. 12•- 10" IS- 0 13'- .5' 14'- 2' 14' 15'- 5' 12'- r 11-- 2` t5'- 5" 14'- 0'
4"x 0.032" 100 MPH WL 18'- 8' IV- 1o` t9•- .1' i9'- r 2`x 9'x 0.072x 0.224'-S.M.B. 3/8" x 1 1/2' 1.050//50 S.F. 2.114!/53 S.F. 3.1711/151 SF. 4.228!/201 S.F.
j 110 MPH WL t6•= 9' 16'- 10' iT- 2' 11-- 9` r 24'- y� 1 - 2T--0 24- 2y
120 MPH W.L. t5- 3` 15- 4` 15'- 9' 16'- 4- 8; 22'- 7" 18- 6' 25•- 3' 22'- 7` 20'- 8` 1/1- x 2 i/4" 1.4431/69 SF. 2.886( 7 S.F. 41329!/206 S.F. 5.7721/275 S F
j ( LIVE LOM (INCLUDES 2 I/SF DEAD LOT) 9 21'- 4' 17'- 5" 23'-10' 21'- 4" 19'- 6` - _•�n
ALLto' 20'- 3" 16•= 6" 2z r 20'- 3 18'- 6" THROUGH BOLTS POST To BEAM FOR OPEN BULGING -
3^x 0.026MC TYPES 22#/SF 13'- i' 13'- 2" 13'- 8' 14'- 5" t1' 19`- 3 15'- 9" 21'- 6" t9'- 3 1T= r
12' 18'- 5- 15'- 1' 20'- 81 18'- 5` 16'-10" ALLOWABLE LOM /MAX. LOM AREA (S.F.) O 120 M.P.H. NAND LOAD
32!/SF 10'- 10" 11'- 0" 11'- 6" 12'- 5' 13' 1T- 9' 14'- 6' 19'-10' tT- 9" 16'- 2"
3x 0.032' 22//SF 14'- 2" 14'- 4' 14'- .9- 15'- 5- 14' 1T- 1" t3'=11' 19•- 1" ir- i" 15'- r OF ANCHORS 1 2 3
321/SF il'- 9' ll*-11- 12'- 5" 13'- 2" 1-x 9`x 0.072'x 0.310" SMB DIAMETER ANCMORx (LENGTH - POST THKXNESS + 1/2-) SHEET !
4'x 0.026" 22f/SF 13'- 5' 13'- 6' 14'- 0" 14'- 8- 7' 26'-11" 21'-11" 30'- 1" 26'-il" 24'- 7"
32 8' 25'- 2" 20'- 6" 28•- r 25'- 2 21•-It. 1/4' x t+1/2' 2,356(/112 S.F. 4.7121/213 SF. 7.068!/336 S.F.
!/SF /1'- 1" 11'- 3` 11'- 9" 12'- r g• 23'- 9" 19'- 4" 26'- 6" 23'- 9 21 8
4-x 0.032" 22//SF 15'- 11- 16'- 0" 16'- 5" 1T- 0' 10' 2?,'- 6` 18'- 4" 25'- ?" 2�'- !Z 24'_ 6^ 3/8` x t+t/2" 5300!/252 S.F. 10.600!/505 S.F.
32j/SF 13'- 2" 13'- 4' t3'- 9" 14'- 6" 11' 2t- 5' 17'- 6" 24'- 0 21- 5 19- T t/2" x t+t/2" 9.426g/449 S.F. l
1. TOTAL ROOF PANEL WIDTH ROOM WIDTH + WALT WIDTH + OVERHANG. 12 20'- 6` 16•- 9" 2Y,-11' 20-'- 6' 1$'- 9'
2. THE LESSER SPAn Of WMNO LOAD OR LIVE LOAD SHALLGOVERN- 13' 19'- 9" t6'- 1" 22= 1" 19- 9" 18- 0 OF
I
14' 19'- 0" 15'- 6, 21'= 3- 19'- 0" 17'- 4"
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- ' ATTACHED TO EX15TING STRUCTURE OR fifth WALL WHERE AL U MIIN U M YAN/YUL Y KUM' & WALL Ula 1 AlLN
REVISIONS
REQUIRED
2001 FLORIDA BUILDING CODE SECTION 2002 MAY 13,2002
II 11 PLAN EFFECTIVE MARCH 1,2002 MAY 28,2002
i CONTINOU5 EXTRUDED HEADER FASTENED 12`O.C.
2x POST TO BEAM CONNECTION t ROOF FASTENINC�,S PAN OR POLY (SEE STRUCTURAL CONNECTION DETAILS)
II 11 3'INTERLOCKING 815E
j E _ SIDE II ALUM.ROOF II
OVERHANG II PANELS P05T t II �4 or 20/zo BREAKFORM FLASHING
i (I SELECT TYPE t BEAM OR II (SEE STRUCTURAL CONNECTION DETAILS) ALUMINUM ROOF
(1 SPANS SHEET FRAMED 11 SCREEN AS NEEDED WHEN PANELS
s
11 2 of 27 �AN
REENED IIROOF ATTACHED TO EFACIA XTRUDED EXTRUDED
EDGE BEAM EXTRUDED FACIA
II II S OPE-MIN-1
} II IA
LLS2x22x1JL _ _ __—_-- __—_-- — _ 11= 2x2 2i2TGUTTEP
4x2 tx2 1x2 1x2 1x2 P05TTO N �------ ------ — ROOF ROVERHANG CANTILEVERCD CHAtRAILWZEAM CANTILEVER FRONT OVERHANG ` ` EENECTION Q Ai O��nPLAN VIEW ATTACHED SCREEN ROOM,PATIO.CARPORT � t� � � � S � S CONNECTION pG li W n
t' " " S! t� « STRUCTURAL O O 0 -n
i SCREEN OR 14 2 i AlDETLS) S
KICKPLATE 2x2 h 2x2 w 2x2 m 2x2 « 2x2 2x2 2x2 C I w
24 2"MIN. ] N Z v c
s
51DE4,o _ ______ ______ _ EDGE\ r
OVERHANG tx2 1x2 OFFSET \ ta2 t�¢ td tx2 1x2 1x2 1x2 ^p,} L W
ALUM,ROOF TYPICALF E, c d a
PANELS 2 x 2 HOLLOW ALLOWED FOR NOTE: MAX.WIDTH PER SIDE WALL SCREEN PANEL 5 8 FT. 0
SELECT TYPE t DOOR JAMB5(NOT TO EXCEED 7' 2x POST BASE CONNECTION �� w
POSTS t = I'xn.093 FLAT BAR w/(3)#1 Ox%TEKS
i SPANS SHEET G"HEIGHT).SEE TABLE-6 5HEET-2 (5EE STRUCTURAL CONNECTION DETAILS) �
2 of 2 BEAMS FOR F05T 512E t ADD I x 2 TO
51DE FOR DOOR JAMB. 7"MICAL CABANA/SCREEN ROOM ELEVATION I x 4"THRU BOLT w/I I' 2 x 2 x.125
j FENDER WA5HER 12' #I O x X ANGLE w/(2)
OVERHANG = _ ______ ______ _ = O.C.FOR POLY ROOF TEK5 IrSCREEN y x2A'
3`INTERLOCKING THRU-BOLT5
+ STRUCTUPALCONNECTION DETAILS OR POLY-ROOF ROOF THRU BEAM O
BEAM EDGE BEAM SPAN BE PANEL BEAM (1)�x 1 %
THRU BOLT
## i x2 OR 2x2 FASTENED' � ON EACH
f A B TO GUTTER w/#14 x 2.' C ANGLE 51DE O
FLAN VIEW FREE STANDING CARPORT A x 4'BOLT 24'O.C. A x 4'LAG HQLTT 12* TEK SCREW 24.O.C. %a x 4"THRU-BOL 2 x 2 z INTO GUTTER O O
f = w/ 1 Al FENDER Q.G.w/ I/«FENDER TEKS EACH 24°O.C.
(3)#8 x %z' w/ i %4'FENDER .125 ANGLE A150#12x5/,"
WASHER FOR WASHER FOR WASHER 24' w!#I Ox�"— / @ O
POLY-ROOF POLY-ROOF ROOF PAN O.C.FOR TEK5 12" U ON I x 2
s O O (3)#8 x %z'TEK5 EACH (3)#8 x%2' 3'x 12'PAN FOR POLY-ROOF D.C.FOR SCREEN It x
G ry ROOF PAN FOR 30812'PAN TEK5 EACH OPOLY-ROOF 3"x 12' (TYMCAIJ
NON-INSULATED POLY ROOF CHANNEL
ROOF �� V
3x3 OR 4x4 POST 2x3 OR 3x3 OR NON-INSULATED ROOF f ROOF PAN�. PAN t—.125--� Oil O
POLY-ROOF (2)`/,x 3 - ■1
1 ' 4x4 P05T FOPNON-IN5ULATEED 2 x POST POLY-ROOF (3)#8 x OOF KPAN5 EACH T IRI BOLTE FOST 01
E (2) A x l Y2' ROOF OR 3 x 3 NON-IN5ULATED ROOF
CR 4x4, POST SEE TABLE l /a x 3�z. 2'x3'OR 2x4'HOLLOW 6 x 6 2 x 2 x EXTRUDED GUTTER&2"x7"BEAM DETAK
f C14 SCREEN CHANNEL OR 2'x2' 2 x 2 x P05T I x2x.0625 U-CLIP w/ 125
/ 1 HOLLOW MATED TO I'X2' 125 ANGLE x 3/',4/',6/z' NOTCHED (4)#10x5/6'TEK ANGLE w/ (3)#8 x%z«TEKS EACH
i w/#I 0 x /e NDN INSULATED ROOF
i SCREEN CHANNEL w/#10x2' e TO /,x 4•THRU BOLT w/i/,'
4 x 4/2° THRU-BOLT5(2)� SCREWS OR(2) ROOF PAN FOR
#IOx 5/e'
THRU-BOLTS THRU EACH #10x2'INTERNAL FENDER WASHER 12'
S.M.S. Q 24'O.C.(I'x2't TEK5 12' RECENE TEK5 12'
I 2x2'= 2'x3'EDGE BEAM) POST 2•BEAM 5CREW5 FROM I x2 O.C.FOR POLY ROOF
O.C.FOR TO 2x2 PURLIN O.C. 2x 2x.125
SCREEN ROOF BEAM
j (i'x2't 2'x3'= 2'x4'EDGE POLY-ROOF (POST FOR 3"INTERLOCKING ANGLE w/(2)
BEAM) BEAM CAN BE
2 x WIDE
I %x 4•LAG BOLT w! I%' SCHEDULE NOTCHED POLY-ROOF OR POLY-BOOP I ANGLE
125' y x -50
ALUM.P05T CASt 19ASE w/(2) 2 x 2 x.125 ANGLE EACH (Gy,R),OR(E)EXTRUDED GUTTER PAN ANGLE w/ THRU-BOLTS , DC7
TO (1)#12xe/" THRU BEAM , N
FENDER WASHER 12' �Q CENTER SUB FACIA TEKIMO t(1)'/.x1 a/.'
%'x 2%2'DRIVE PIPJS OR %x 2 SIDE OF POST w!(I) %a'x 2%z" O.C.FOR POLY-ROOF ALSO)
REQUIRED GUTTER UP o RUBOLT
'0 CV5
4"TAPCON5 OR %i"x 2%` DRIVE PINS OR %x 2 %4" 3'x 12'PAN O EACH
T-BOLTS TAPCON5 OR %"x 2%'T-BOLTS �OR O CONTINOUS EXTRUDED OUTER ANGLE SIDE
(3)#8 x POLY-ROOF HEADER ATTACHED wl FACIA 15 2 x 2 x,125 ANGLE INTO GUTTER
CONTINOUS QS
I /z'TEKS EXISTING � � LESS FOR POLY ROOF AL50#I 2x'/,' a
x 2 /z'LAG TO FACIA
EACH 9/e'x 3%2', EXTRUDED MASONRY WALL @ 12'O.C. THAN I%z' Q 24'O.C.
O 2x2 t 1x2 O ROOF 4�/z`,6%' HEADER FASTENED / OR 5TUCCO ON I x2 p i�f
I MATED w/ 12'O.C. THICK OR SCREEN l�Cl7
PAN THRU-BOLTS WALL dL
3 #I Ox2'S.M.S. FOR (2) 3°x 12'PAN OR
24"O C POLY-ROOF 3"PAN ROOF INNa,TO3'LAG CHANNEL N
P05T / C° i x2 SCREEN NOW THRU _r' RAFTER w Dm)Tt1RU--B LT
EQUALS 2"x3" CHANNEL INSULATED EACH OR 3',4',6', N
2 z 2 x I POST INTERNALY ROOF POST 8'POLY-ROOF ENDS Lm EACH POST
125 ANGLE I / ADD 2/nd SCREWED THRU FROM U5E ANGLE WHERE 5'SUPER GUTTER
j ON EACH p C1 / ANGLE ON 51DE OF P05T HALF OF %a"x 2%"DRIVE PIN,TAPCON, 5 REQUIRED TO POST 5EE TABLE
SIDE OF p p FLOOR W/(2)#I 0 x I f2" 2 x S.M. S.M.B. T-BOLT OR LAG SCREW (3)12"PAN R#I O zA% I PLUMB HEADER 5 O 5"SUPER GUTTER&2"x7"BEAM DETAIL
POST w/(2) 2'x4° S.M.S.OR TOP BEAM SEE 2 x POST,3 x 3, (3)#8 x /z TEK5 EACH 1 2'PAN OR TEK5 12'O.C.FOR V FACIA w/#10 x A
j 1 %qx2%2' P05T OR OF I x2 TO SCHEDULE 4 x,4,OR 6 x 6 #1 O x WTI! 12.O.C.FOR POLY-ROOF TEK5 12'0.C.
POLY-ROOF �/
THRU-BOLTS , GREATER BOTTOM OF POST 1.4 /,'TEK5 EACHO�zz'w/(9)
POST
A. %4 x 2%2'DRIVE PIN w/A MINIMUM PENETRATION OF 2 INCHES.
=INOF� MONOLITHIC SLAB ON GRADE PILE TYPE FOOTING DRAWN BY:
TAPCON OR T-BOLT THRU I x2 SCREEN CHANNEL B, �4 x 3%"TAPCON w/A MINIMUM PENETRATION OF 2 INCHES. SLAB w/FOOTER #+ ♦#♦ 2x7 OR 9' DAV IJTTON
24.O.U.t WITHIN C'OF EITHER 51DE OF POST I I + # }+ I BEAM CHECKED BY:
/4 x 3/4°T-BOLT w/A MINIMUM PENETRATION OF 2 INCHES.
POST OR 3',4' .+. *#+ (GUTTER ON gCALE
O O O O /�---- �-I STIFFENER @ BEAM SIDE) AS NOT
������ —___—__— —��1� OR 6'P05T
• 4 2'-O'ABOVE �• PROJECT:
j I CHAIRRAIL ATTACHED TO P057 PILE FOOTING a GUTTER BEAM SPLICE
CHAIRRAIL INTERNALLY w/MIN.OF(2)#10 x 2" GRADE wl(2) /e x
ATTACHED TO l a' L NO WIRE ME51H WHEN OR s b
I 5.M.5. INTO SCREW GROOVES 1
POST I"x WAY
BOLTTHRUHPOST 4
0' F115EPCPETE 15 USED. iv Joey
i x 1,x.0625 -- (I)#5 ROD' (1)#5 ROD NOTE: NO FOOTER TN 5 DRAW NG DOCUMENT 6 TME SOLL
PROPERTY Or NAGENDKA KHANAL t DAVID SHEET No.:
U-CLIP w/(4) CONTINUOUS CONTINUOUS REQUIRED ON ROOF AREAS 5VTTON.WRITTEN CON5ENTL5NE-WED TO
400 SQ. FT.OR LESS a O N E
V #I Q x 5/g"TEK f ? ' RC•PRODUCE ALL OR FART Or IT5 CONTD95.
SCREWS 1j 2X2 CHAIRRAIL d
O 2002 NAGENDRA KHANAL DAVID 5UTTON
j POST/ #5 ROD OR BOND
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Q N I HEREVY CERTIFY THAT THE �'T SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE X AS SHOWN
V ON FL 00D INSURANCE RA TE MAP 00/ FOR THE CITY OF A rL A"T/C- FLORIDA, DA TED 4 -/7- 8 9
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ALL AMERICAN SURVEYORS, INC.
LAND SURVEYORS - 4220 HOOD ROAD - JACKSONVILLE. FLORIDA, 322f7 - 904/268-4155
LEGEND I HEREBY CERTIFY THAT THE ABOVE LANDS WERE SURVEYED UNDER MY _rJ
`1 RESPONSIBLE SUPERVISION AND DIRECTION, THAT THERE ARE NO
J ENCROACHMENTS EXCEPT AS SHOWN AND THAT THE SURVEY SHOWN =4
i.
O CONC. NON. HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE a"s
IRON CDR. FLORIDA BOARD OF LAND SURVEYORS PURsva)V TO-SECTION 472.027, AL
FLORIDA, STATUTES �,; L '
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TABLE-1 ALLOWABLE SPANS of EDGE BEAMS BETWEEN SUPPORTS FOR PAN/POLY ROOF REVISIONS
I ' PE56N CEMICA110N for l UII,f71Nt7 COM COMA WI a
ALUMINUM PAN/POLY ROOF & WALL SPECIFICATIONS MAY 13,2002
TOTAL ROOF CLEAR/PANEL SPAN (140 M.P.H.)
2001 FLORIDA BUILDING CODE SECTION 2002
BEAM SIZE B FT. 1D F7. 12 FT. 14 FT. 16 FT. 18 FT. 20 FT. 24 FT. MAY 28,2002
PLAN EFFECTIVE MARCH 1,2002 2"x 3"K .045 7•g" 7-1" 6'7- 6'2" 5'9" 5'8" 5'3•• 4.10' AUG.9,2002
I , 21r 3'x .057 g•11• g'1- 8'S- 7.10- 7'5- 7'O•• 6.8- 8'2-
2•r 4"x .050 11'3• 10.3• WS6 8,11 185" 8-0- 7
7'7" 7'O-
� 2'•x 8"x .05° 14'1" 12'10- 11'10 111- 1D•6• 5.11" g•8" B'8-
Project Address Permit No: 2'r B"x .050 15.7' 14.2" 13'2' 12'3" 11'7" 11'0" 10'6' O'B"
2"N 7'x .ESS 17'11• 18'4• 115'1' 14'2" 13'4" 12.8" 12'1" 11'1"
Project Description:_ 15'0• 1711• 17 0• 16 2' 1411• m
Z" 8'x .072 22'0" 20'1• 18.7~ 17'5' 16'5" 15.7" 14.10• 13.8'
2-x 5•x .072 24'0" 21'11' 20'4' y O
Occupancy/Use Type: m 0
��p���� NJ 2
TABLE-3 `O
MULTIFAMILY, M IAL,I IAL- C I J-+ Z
! POST SPACINGS FOR EIt SELF MATING SEAM (2•x7•x.o55) POST SPACINLS FOR SUPER OLITIM t SELF MATING SEAM (2.0.1055) �0 p:
i
I SCREEN ENCLOSURE ONE SIDE/SOLID ROOF OTHER SIDE SCREEN ENCLOSURE ONE SDE/SOLID ROOF OTHER SIDE P.
Design ParametersOLY W 0 M
PAW/POLY ROOF SCREEN ENCLOSURE WMt SPAN SCREEN ENCLOSURE BEAM SPAN D v�
I Minimum Sail Bearing Capacity: 2500 PROJECTION PROJPANECTIONROOF B �o m
Stair Live Load: 20 FT 24 Fr 26 Fr 32 Fr J6 Ft 4o Fr 20 FT 24 IT 26 FT 32 FT 36 FI 40 IT
6 FT. 16'O" 15'7"15'2"1141' 14'6' 14.2 6 FT. 18'0 178 17'O" 16'6' 15'10• 15' yR �.�...
First Floor Live Load: Dead Load: Partition Loads: 6 14'0` 13'7 13'2 12'5 12'6' 12'2 B (7. 16'0" 15'8'. 15'0 14'6* 1TIIr 13'6 cz z
10 FL 12'0" 1 • - 11'2 10.5- 10'B 10'2- 10 FT." 14'0' 13'8 13'0" 12'6' 11'10 11'B'
1ar
Partition Loads: 10. I1
Second Floor.Live Load: Dead Load: 12 Fr. 0" s r 9'2" B 6"N3'2" 12 FT. tro• „6• „'o" ,06. 5 to-a'B` O
i 14'Fr. 7'2" 8.9" 6'8" 8'2" 14 FT. 10.0' 9'8" 9'0" 8'8"
Roof Truss TC Live Load: TC Dead Load: BC Live Load: BC Dead Load:
3 TABLE 4 POSE IBM t SMCNC S7aDl OR METAL so WAUS TABLE 4 NBT UWN k VA=301 OR�•90I ar1S
MAX POST MAX. POST METAL SKINED MAX. POST MAX. POST METAL SKINED
I Wind Loads POST SPACING HEIGHT WALLS P05T slzE SPACING HEIGHT WALLS
Code Edition Used: 2001 FBC OR ASCE 7-98 slzE
2"0"4.045 HOLLOW FOR DOOR JAMBSa OUISOTE OF BEARING WALL 2•'.2•'.0.045 HOLLOW FOR DOOR JAMBS OUrSRTE COR OF BEARING WALL 0
p
Exposure Catagory:" ( ) 4' 0' D• 4" 4' 4 0 1D 6• 9, 6'
B or C 1x Tested 5' o" 1 T 5'
1 2•x 3' x °.045 5' p" r12 ' 2" x 6' x 0.050 6"
E O" 0" 4 2" OR 8' 0" 18' 3- ' 8-Building Designed as: Enclosed: PartiaAy Enclosed:` Open: S" - 3 x 3 x .125 7' 0" ,6' o•7 0 B' p" 0' 3' 8" B' 0" 14' 0' 7' B"
Im ortance Factor 0.77 4, oo' o. 4 0" 2Jp-Mean Roof Height '�30 Ft (Greaterthan 6o R moat uae ASCE 7-96) p5' o" 21' o'
2' x 4" x 0.050 2' x T x 0.055Basic Wlnd S sed: 140 � 6• o" o• a' g" oR 6' o~ .5 t•
p _ (3 second 0�) Roof Live Load: 30 p.s.f. Roof Dead Load: 3.0 p.s.f. 3 x 3 x .DW 7' W 4 - 4 x a x .125 7. 0' 17' 6•
0" B' 0" 16' 6•
InternalCE 788 analytkal proeeedwe is uaed)ure Coefficient
sign Roof Pressure:20 p.s.f. (Solid Roof) +• 0- 15'--
2' x 5" x 0.050 5' O" ,4
f Design Wall Pressure: 18 p.s.f. OR
6 0" ,r ,o• r „-
I 3 x 3 x .050 -777 1, 10' T 7"
B. 0" ,1' 3' 7' 2"
3
� F 71
Reviewed for Shearvrall Requirements? YES� NO_ If No, Reason:_
!
Impact Pmtection Required? YES NO V If No, Reason: SCREEN
Actual positive and negative pressures for each window, door ect,are to be labeled on the plans.
Commercial and multi-family flat roofs require uplifts by zone indicated on the plans for decking and finish.
! `\
f I certify that I have designed the structure associated with this form to comply with the applicable structural
portions of the Florida Building Code as adopted and enforced by all Counties Planning, Zoning 8� Building 4-0
f
Departments, Building Division. I also certify that the structural components, systems, and related elements It f3
i
provide adequate resistance to wind loads and forces specified by the current Code provisions. MAX PANEL SPANS
3, 4 AND 6 POLY - ROOF 3-PLY INTETiLDCKING PANEL THK. N
Name: N. Khanal SANDWICH PANEL - FACINGS 0.024 OR 0.032 ALUM. "T" 0 Fr.DN , FLO.H 2 Fr.O.H. T C
ALLOY 3105 - H74 H25 CORE EXPANDED POLYSTYRENE 7W N
/ ENCLOSED O.D2a 12'B" 12'10• 13'3" 3-
( E.PS. ) DENSITY. 2.0 PCF
ENCLOSED 0.032 14'10" 14'11• 15'5"
License No.: 165115 ENCLOSED BUILDING 0.024 10'11" 11'2" 11'7"
�---•48• '-�'�,�.�
- 1
OO►RpRJTn'Or NAGWORA OENCLOS
KltANAL tDAV D ED
I S 0.032 1 2.9` 3'0" 13'5"
5UTTON.WRITTEN COND!'Nr 15 H=CD 1D
MPRODUC2 ALL OK►NR Or IT5 CONCNIS. SPECIFICATIONS
f o zooz wceNDRA RnANAL DAwoSNroN PANEL THK. MAX PANEL SPANS
3 INTERLOCKING ROOF PANEL ALLOY 3105- t4 H25 - ATTACHO.H. T DRAWN 6Y:
0 Ff.01L , FLO.H 2 Fr.
TO ANY EDGE BEAM w/ MIN. (3) 8 x rt-F rEKS EACH PANEL T" !}� CHECKED K:
1.SHEET METAL SCREWS SHALL BE PLATED OR STAINLESS EH1aDsm 0.024 13'11" 14'1' 14'6"
2.ALUMINUM FASTENERS SHALL BE OF ALLOY 2024-T4 MAX PANEL SPANS 1 PAIBM
RTIALLY SCALE
PAN THICKN6S L ENCLOSED 0.032 1 6'0" 16'2" t 6'6" NO
I 3.BEAM ALLOY SHALL.BE 6063-T6 POST,PURLINS,ANGLES,AND -T" o FT.Ox / FT.D.H 2 FT. O.H. T ENCLOSED DATE:
CHANNELS ALLOY SHALL BE 6063-T5 o.o2a t t'1 t` 12'z` t 2'7'
Y BUILDING 48'
0.024 B'4•' 8'6` 9'1•' 3• ENCLOSED t PROJECT:
ENCLOSED 0.032 1 3'9" 14'0" 14 4-
4.MINIMUN THICKNESS OF THE ALLOYS SHALL BE 0.040 INCHES. Y 0.030 B.9.. B-11- e'S`' I IN
5.CONCRETE TO BE 2.1100 P.S.I.
! 6.T-BOLTS,TAPCONS, LAGS,SCREWS, 0.036PARTIALLY 11,3" 7 t'S` t1~7o• MAX PANEL SPANS
TEKS SHALL BE 24"O.C. ENCI� � � I Z, PANEL THK. � Jo1a
7.ALL EXTRUSIONS MAY ACCEPT EITHER FLAT OR ROUND SPLINE. 0.040 12'3" t 2'6' tz'to' "T" o Fr.DH. t Fra.H. 2 FT. O.H.
ENCLOSED 0.024 17'3" 77'5" 17'9" 6' T SHEET Na:
INSTALLED TO HOLD 18114 OR 20120 SCREEN INTO EXTRUDED ENCLASED 0.024 5'8- 5'11"
S.4'• ENCLOSm TWO,O
� BUILDING ' vV
SPLINE GROOVES. 0.032 19'7 t" 20'0' 20'4"
ENCLOSED 0.030 8'2•• 8'4" $•9" ENCLOSED
? 8.STRUCTURES DETAILED AND SPECIFIED IN THESE:PLANS WERE ENCLOSED 0.024 14'10" 15.1" 15'5'
DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE ENCLOSED 0,036 g'6'• $•$• fl 1•' BUILDING
' BUILDING ,48- of 2 Sheets
I C R R 1 C/1Ri 4dn M Q 41 WINr17f1tJF 11
ENCLOSED n non O"=• o'S" o'�n- ENCLOSED n 039 t 7'7" t7'S" 17'7`
I e