2009-487 I
ody nx �t� d "
� C � Cd -3
y4 z:;;� �9zb
�1 p ~ O `'"� mom •
•w Z
0N
IJ�ei
_
CO M 4� c+ 0-3
pa
njcj
G 031e
f 1 4a1 a9 jo*Sno4 se '�
N �2 48,46„ E
6g,1g. r
J
00 r--
O
c
^y J
41
V
Q � W
1
a cn
coIN\ S �°
`, rn co
� V
V/
lZ a1
a 79 5.
51 CD r0
14LM, ` J
` W I"rT W
y �
�\ R>1200.00, M
t p0010 WI-11- poor 5PNd v�o
e"=•'JJI?VUICa PNJ��_FllOc r � �c7
5EE'AAr E 15F.CEI--i Pam'ALLOWH5Lt I pOJCCTION5
I'MP,):IMUIJ 0✓EpNPJJG I ICW. v0WPOV✓Of 10 Y I;'2"SN51€ 5"poor PCE1, _56'C/C
WPC
€ ' NOTE:
' 4 r COMBO J'IO14 Or POOPS.
I r1NG
WINpOI `, fNSJJ?OM•5 PIJn I'.NEE
WALI-5 MAY K J5EP Provimn
5f EC Ir!CV NElrkl I ANI,%5PiV ING
LIMIfP,fI0145 AR�A✓N:I V T0. — _ ,' , rhSCIP, Ek Y tr
' �1
' I I NEIGIir- 18" #10 a 1/2"5M5 r j V L�'T0
V1bJ11,WINDOW 1 IIJYL ROOF JINvI-HOOP 1/INYL WIIJIioVV ! r3ASL 5ECfI01J PLp'4
I VINYL WIIJPOW VINY-POOP f 1 IIJYi,WIN✓OV
ZOPSF NOP.1_NJIJP L0A2
UNIT UNIT I UNIT UNIT" � I ' 5/zi"5M5 c 29"c/c
j x UNIT I UNIT UIJrr
#10 X'
CFIJTfF MULLION PFP 6 �z CE1J1 rl MU L101J HT 6
6EAP.ING WALL MU 1,19H �, i �." DEFER fL tr FOP A I,OVVHBLE NEIGNf. 3::
I NON-AXIAL 1,0A7 BEAFJNG
PESIGNEn FOP30P5" SFAQIJG P,Nn WIND LOPL COM6h"JAfION FO'? c
I CENTEP COlUMIJ PEI 6 0
I: NOPiZOIVL-OAP PIAP ti i :�` NON-BEARING WALI-MULLION C Q
I NEE ;1:NEE WAIL KNEE WPLI, I I;NEE''WA4, i' €
IVV XIMUM AXIAL LOnJ GOVFftn 5 1, I o
e 51PEWA-L fO p00r CONNFC110N n�T&
\70pWrl-P
r PArJEI.cAPACIT,' �"8 MMJ 8 MAX IA MAX v +1MJ: C01-UMN PEP .� — 8'MAY — -- 8' MAY — -- 8' MAY — HANLZP.GA5 PEP 2
6a IMN 5 PJ INu CO umW 5'ALVJu Cv�U1v1tJ 5?HClhiu COLUMJ 5'AONG �'�10 );�/4'SiViS PEP PFNr L f&6(G fOfbi)PtU5
COLUMN 17E51GIJEP FOP".0 FSF COLUMI'J SFA IIJu COLUMN SPPa-ING COLUMN SPACING I#10 Y 3/4"5+45 @ I�EAI+4 f&G c 20 PSP NOPj7o,'<L LoA2 EXTG,iHSCIA
ZCOPNEF COLUMN PEP I NOPIZON1hi,LOAi PJJn 2:4 10 Y,3;4"SMS @ I B EPJ4 f&6 e 30 P5r POP,' AL LOA17
FAr10 �N105UPT FFONT�L,FVA110N RhPxIMUMH):IPLNGGOJE,°JEn FA110 �NCL.05UFT 51PF � VA110N' EXI5fOJGP rTEPor
BY 6' POOF FAJ�I CA!'A.;111E5 E P00�PPJJEL TRL155 TAII-
} p
4 NO I/a"Y 2"ZAKAC NAILIN
PJJ Pn� c 4' 'kClIJG AT EIJP 0r 5/If'X�'LHG y�+PAS
FAf10 COVED COrJ1JECTIrJC+FpOF CONNECT NG NAfJGEP TO 2X BLOCI ING LEPGEP. —
5TPUCTUPE 00 MP52�FY WA-L 5P,AOIJG PEP rOLI01MIJG TABLE.
MASONPf WA.I OF EXfG 511',UC1lP�
i/ P
GOF LOP✓�(P r i+ `�___._
,�
/ �
' � T tX15TOJu 37P ��/ 1 F�I
.UCfUFW
- r>f� w AI_L
F
c , 6 _
IPJG 16 IG^" I�" I ��
_ -.- _ _.r}T+ rcr 2 91.'q ro 'OG Ocp k,cw�ry 2/2Y BL0!r11JG G^E�VvEEN
i E)SG Poor MEMBEP5
1 5EE PF1AL A FOP POOF NOfE
-ONNECf,'ON fO MA50NFi'WALL FOP 5'ACING OF P3 CI,I"hNGLE COIJIJECIOP 6Y USF
THE CPJ'P, 1 0r TN EXI5TII IG POOF MEMDEP5
N j CONNECTOPS ON INff—IOP WI i N 410P NAf�5 EA.LEG TO CPJ?PY fNE IJEVV LOPJ75 7IPL 6E NECY.EP ril'
PODF OVEP IANGFEP f0 5EC1110r12A 52
01NEP5
moor EnGE �ooTrNlS a ° P INo.I;4"X 2"ZAMAr-WALLIN ANCNOPS 2 p00r CONN�C1 ION 10 FX1 G �00F
e A WALI C WPV L CONNECTING NAN2P TO MA50NPY WALL 5
(NON-AXIAL 0AP BLAZING) (NON-AXIAL LOAF f3EAPING) ti n�1 AID A. C?00� CONN�C1 ION 10 MASONRY WALL 5FACING PEP Fo1.1-OWING TABI-E 5111M A5"TOVYc -
HOPIZ
�,
€` o WIND LOAF POOP LOAP+/ (PLF) EYbI ING 511UP OP MA50NPY WALL
1 (p5P) 1100 1150 1200125OhOOI35OhOC1450 NANGEP BASE PEP 2
o 4"CONCPETE SLAB ON GPPJ7E I INFOKCEP 20 2-4 16" 16" 16' 12" 12'' 10" ✓" \ Q >- O
6 WITH 6X6-W2.OXW2.0 ON VAPOP 6AITH Z O
- LEAPING WPLI(B WA L) o 6-WALL OF PAf1j3 —
ON 4"CLEANOF STONE ON FIKM&SfALE 30 I6" I6" Ib" 12" 12" 10" 10" 6" 0
5Uf311FAnE PEP TO TABLE z 5N�Pr 4 POE ROOF LOAJ75 Ar`�FFO<r5 �~ z
nr Z O
5� a 6"ROOF PANEL n
• _
d J' S/16"X 3"LAG 5MEW CONNECTING �—
I-"EP TO TIMBER 5W WA L1N J.UMCiEPANP SPACING OF 5CPEW5 PP FOLLOIMNG TABLE
ui
ZDOM W1nM NOZIZ MAX ZOOF LOA7 "MINIMUM DOOM VvinTNS A5 FGLLOWS: FOOTING TO DEAR ON A FIPM W6NnLOA17 ISCPcW I CAW 2CPEW 2 CAW@ 70 MPNs 0,9 X DOOM PZO ACTION #4 CON11NU0115 f@ 80MPH-1.2 X ZOOM MO�CTION PAW FNCL05UT, PLANa STABLE s Gp�E N�vING A (P5F) c I6" @ 24" @ I6" @ 24" a
MINIMUM 5AFE BMPJNG 3#!O X 5/4 5M5 PEWANEI,T&B(6 f0rX)PL
@ 90 MPH-1.4 X DOOM PP91CION CAPACITY OF 1000 PSG 15 235 I5Y 490 313 I#10 X 3/4"SMS @I-6EAM f&6 20 PSF o ^F 2007
CONTINUOU5 PEPIMETEP FOOTING 20 235216 144 4Y0 313 NOPIZONf&LOAD sC Nrs
T
"MIN 25 2#10 X 3/4"5M5@ I-BEAM @ 40 PSF QQQ
'515 HOIZONfA,LOAP WN BY; mJ0
e1 U U P POWN 51 V ON GCE FOUNPA110N n�1"AII. � EPEE f01PDLE 2 5 EEf 4 POP R00F L0A175Af 5lPl O?(5 2 R� No. S-
s2 5 2 p00F COWC110N fO FXT6 L&L ,�(( �- OF 4
�� L__---___�
a TABLE 3: A-LOVA13LF WIND PPE55UPE FOP NON-AKIPJ_.
N N
LOPJ�f3CA1'ING CCNICI'MULLIOhJS GCNCF& NC)fiES AN(-5F CiFlCATIONS cry
COLUMN SpACIIJG ( f w Ln`i'
COLUMN (FT) I. THE DE516N Or THE 5TFUCTUPAI.ALUMIMUM MEMPEPS AND CONNECTIONS HAVE PEEN
TABLE 1: ALLOWfArA,F 5FAN5(FEET) FOP 6"THICK SANDWICH PAPJEI- HEIGHT PCPrOPMED IN ACCOPDANCC WITH THE PCOUIPCMCNTS Or THE ALUMINUM A SOCIATIOIJ DC SIGN T x
(rT) 4 6 8 MANUAL 1994 AND 2000 EDITIONS, i
POOF LIVE/SNOW LOAD(PSF) I
8 30 30 30 2.UNLC55 Oi dEPW15C IJOT EPP,A PC516N HOFiZON,Al- WIND LOPJ2 Or 30P5r WP5 U5CI7 IN THE � V
DEFLECTION 20 25 30 35 40 45 50 55 60 65 75 85 90 DI:SIGIJ Or THE ALUMINUM rPAME CONNECTIONS.
CPITEPIA 9 30 30 30 o
1HC L0�PCAPING COLUMNS HAVE PECK DESIGNCD TO VVITI�ISTAND A 30PSr NOPIZOhJTPJ,UVIND
L/120 20 19 18 17 t5' 4" 14'6" 14' 13' 2" 12' 8" I2' 2" ll' 4" 10' 7" 10, 4" 10 30 30 30 LOAD AND THE MAXIMUM AXIAL LOAD Or 3744LP5 IN THE COMPINATIONS SPECIFIED IN THE
1999 60CA, 1997 UPC, 1999 53C,6th EJ Or THE MA55PCHLI5ET5 PUILDING COPE,20001I3C, O s
TVLC INCLUDE 5 r00F PANEL DEAD LOADS 11 30 30 30 2003 IPC, 2002 NY STATE 211-21%CODE AND 2006 VC PUILDING COPES, O
12 30 30 25 4,THIS ALUMINUM FRAMED PA110 ENCL05UPE WILL PF CLAD WITH VINYL SNAP ON COVEP5. FOP I 1 w
PUP,PO5E5 OF CLARITY THE VINYL COVEPS HAVE NOT PEEN SHOWN ON THE DP,AWINGS. E
13 30 27 20 5,THE VINYL WINDOW AND POOP FP,AMES AND THEIP CONNECTION TO THE ALUMINUM rP.AME NAVE j c
PEEN 12E5I6NED PY VPP, OAK1,PJ 7,NJ FOP' A 30P5F WIND LOAD.
TABLE la:A I OWVI F 5PAN5 FOP 3-3/4"THICK EP5/ ALUM SANDWICH PANEL TABLE INCLUDCS POOF PANEL DCAD LOADS
6,THIS PATIO ENCL05UPE CAN 3E CONSTPUCTED ON TJMPEP rP.AMED DECKS PPOVIDED THE DECK d
LIVE POOF/SNOW LOA17(p5F) AND IT5 FOOTINGS HAVE PEEN PPOPEPLY 1N6INEEP-17 TO SAFELY CAPPY THE ENC1,051-Iff AND
DECr5 DESIGN LOADS.
DEFLECTION 20 25 30 35 40 45 50 55 60 65 75 85 90 TABLE 4: COLUMN UPLIFT LOAP5(1P5) U
CPITERIA
L%120 6' i5' 14' 13' IZ'4" II' 8" II' 10'6" 10' 9' 4'' 8' q" 8' 2 7'" 10" PANEL COLUMN WIND UPLIFT PPE55U1,(p5r) MATC!?IAlS i 1
SPAN SPPCI NG
TABLE INCLUDES POOF PANEL DEAD LOADS (FT) (FT) 10 15 20 25 30 35 I SOILS
10 4 140 240 540 440 540 640 A. ALL FOOTINGS SHALL PCAP ON LCVCL( WITHIN I:12) UNDISTUPPED 5011,OF APPRO''✓ED
ENGINEERING FILL WITH AN ALLOWABLE 501L PEARING CAPACITY Or I000P5F.FO0T1N65 SHP-L
10 6 210 360 510 660 810 960 EXTEND PELOW THE FP05T LINE OF THE LOCALITY.
IO 8 280 480 680 680 1080 1280
21 CONCPCTE Lu
i2 4 168 288 40,5 528 648 768 A ALL CONCRETE SHALL CONFOPJIA TO ALA PEOUIPEMENTS OF ACI 501 " SPECIFICATION'S FOR i
12 6 252 432 612 792 972 62 STPUCTUF&CONCRETE FOP PUILDINGS
3 ALL CONCPEM SHALL HAVE A MINIMUM COMPPE551VE 5TITN6TH Or 3000 P51 AT 28 DAYS
12 8 336 576 516 956 1296 1536 AND WHEPE CXPOSED TO THE EXTEPIOP ENVIPOMENT SHALL HAVE AIJ ENTFANED AP CONTENT
TABLE 2: POOF PEACTION LOADS(PLF) AT POOP SUPPORT 5 14 4 19e 336 476 616 756 896 OF PEWVCEN 4,57 TO 7.07,
C. PJ,L PIE Iw11-OPCIIJG STEEL SHALL CONFORM TO ASTM A615 60!(51 DEFROMED 3A5 AND '
PANEL ROOF LOAD+/-(P5117) 14 6 294 504 714 924 1 1134 1344 ASTM A185 195H.
� w
SPAN 10 15 20 25 30 35 40 45 50 55 60 65 75 85 90 M 8 392 672 952 1Zk2 1512 1797_
(FT) 5TP UCTUPAL ALUMINUM o
3,
16 4 224 1 384 544 704 864 1024 A.Al EXT FU510N5 SHALL PE AL 6063-1 6 ALUMINUM PPO/IDED 3Y ENCL05U E SUPPLIERS V)
10 65 90 ll5 140 165 190 215 240 265 290 515 340 390 440 465 !{ w w o
NCORPOI'TATED
II 71.5 99 126,5 154 181,5 209 236,5 264 2915 319 346,5 374 429 16 6 336 576 516 1056 1296 1536 P,ROOF PANELS SHALL PE 6" THICK SANDWICH PANELS MANUFACTURED PY ENCL05UI�
z
IZ 78 108 138 168 198 ZZ8 Z58 288 318 348 378 408 468 16 8 448 768 1056 1405 1728 2048 SUPPLIERS INCOPPOPTATED,THE PANEL COPC MALL PE EXPAADED POLYSTYITNE WITH A
DENSITY OF 1,5 PCF, THE PANEL 5KIN5 SHALL 3E 0,024"ALUMINUM SHEETHING(3105 H574 < w
13 84,5 III 149,5 182 214,5 247 279 5 312 344,5 377 409, 442 18 4 252 432 612 792 972 TOP AND POTTOM 5KIN5. ALTEPNAT1VELY THE PANELS SHALL HAVE A 0,024'' POTTOM SKIN ! w o
14 91 126 161 196 231 266 301 336 371 406 18 6 378 648 918 1188 1458 AND 7/16" 05P TOP SKIN. 111E PANELS SHALL 3E A MAXIMUM OF THREE FEET(3') WIDE AND 0 z U
%ALL,PE SLOTTED PETWEEN AL 6063-T6 I-PEAMS, a o
15 97.5 03 ? 172,5 210 247,5 285 522,5 360 3975 18 8 504 864 1224 1584 1944 ¢ Q >-
v_ z
16 104 14�h 184 224 264 304 344 20 4 280 460 680 4 SCREWS J Ll >
a,SHEET METAL SCREWS SHALL PE STAINLE55 STEEL,ZINC PLATED,GALVANIZE m w
17 110,5 153 195,5 238 280, 323 20 6 420 720 1020 2024-T4 ALUMINUM Q F �+�E yy, <0-
20 8 560 960 1360 3,LAG SCREWS SHOULD PE GALVANISED STEEL WITH A MINIMUM PEND 1 C4.
18 111 162 207 252 297 60,OOOP% LAG SCREWS SHALL HAVE A MINIMUM EMPEDDMENT
19 125.5 IT 218,5 266 U5E TABULATED VALUES FOR UPLIFT LOAP5 ON CENTER COLUMNS DIAMETER TE: FES 2007
U5E 1/2 OF THE TABULATED VALUES FOP UPLIFT LOADS 03N COPNEP C.WOOD SCPEWS SHALL HAVE A MINIMUM PENDING YIELD STP.ENG 80,000 P51
COLUMNS D,CONCPETE ANCHORS SHALL PE ZAMAC NAILIN ANCHORS WTH 5 55 STEEL NAIL OF
LE: NONE
20 130 180 230 � '
TABLE INCLUDES POOF PANEL DEAD LOADS TABLE INCLUDES ROOF PANEL DEAD LOADS EQUIVALENT,
V l `