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SERIES 23� 5UN � STAR�
------- - _ _._ ___ _ _ _--.
STRAf Gt1T EAVE DESIGN
GE.NERAL, N�T�S _._- --_ ._-.- .. _ . ._ __
A_ FO__1uD�A71ON5 _.' �"-.." __
I. AIISUHSTRUCTUkES INLWOiN6 BUT NOT LMITEO TC FOUNDATIONS 6 �EClC5, SHALL 8E D;.�iIGNF.D BY OTYFPS.
2. GONN2CTIDN DETPJLS 51'�OWN ON �RAWINGS INDICAR MINIML'M RLOUIREMENT5 60.yE� O�V CqPq�frypF
FOUKS SEASONS COMPONENlS. T-IE hCTUa1. CONNFCTIGNS TO SU85rRUCTURE SHP.LL BP D`SIGNCD BY OTFIER;.
R. F.JfL>TING STRUCTl1R[5
I. TF1E GAPAC1IY OF 1,'IE t]iL5?I+1C, OR NEW 57R1.JCTUP.0 TO P.C5f5T qI.L LDADS IMPpSED BY TI1E FOUR SEPSONS ROpivlS
SYALL BE EVA�LIATE� BY DT:7;R5,
2. CONNECTpN 7tTAllS 5.-IOWN ON DRAWIVGS INDICATE MiNIMUM REQUIRPMENTS BASPO OV CAF'ACI7Y Or YpUK Sr?$pN5
COMPON;NYS. T11P ACfUAI CANNCC710N5 TO E?15TING �R NEW STRL�CTURES Sh1ALL BE D`SIGNED 6Y O7ryEfZ5,
C. $TRUGTURRL�EEL
1. h15TRUGTURAL STCEL GONFORMS ?D 0.5TM P36 04 A;T1d 1t572 GZA[� 50.
D,AIUMINJM
1. ALL 5TRiJC(UF;AL ALL'M�NUM CAW'ORMS TO TF1F MIN�MUM REpU'W,EMtNTS OF 6005-75 FOR ALLOY ANO TEMP=R
FXC�Pf A5 NpTED 9E101�l:
GRERT ROOM 12 R'DGE BFAh4 ...............6Qp5-T5
CORNER fAt.L�MN ...............................6063 T6
HLUUIMtJ .................... _..................6CX:5-TS
2. ALL �TFWCTURAL ALl1MINUM WORK CONFORMP. r0 "PAKY I-A - SYEpFICATIpNS FDR ALUMINUM STRIIGTUR`5 _
ALLOWA9LE STRE55 O�SIGN' OR RART I-B - SPECIFICATIDNS FOR ALUMINUM 5TRL�CTJRES - BUILDING LOAD ANU
RESISTANCE FALTOR OFSI6N' OF TIfE A_UMINUM PSSOCIATION, INC. EFFEG7IVE JpNLIp(ZY 2p 10.
3. IN ALL IN57ANCY5 WI1�RE ql.UY1�NUM COM;S INTO COMACT W1TH STEEI, PRCiA7E DIELPTiIC 5EPPZA710N.
4• N-L :)CP09E7 ALUMINfl7M RECEIVS ONE COAT OF PWM. COLOK TO IS COUKUINATED V.7Try MOD`.�L AVNLq81LfiY.
E. FASTENE.25
�. hL LAG 3pLY5 SF1NLL CONFURM TO 0.5TA,1 A35,
2 ALL LAG 9pLT5 SHALL :14VE A MIVIMUM CMBCDIt1�M O' 6x BQLT DIA7dtTER I,'JTO STRJCTUrPA FRHMING (G-0.42 MIN.)
3. LAG 90LT5 AN� SCREµS IMD 1V007 FRAMIN^v StlALL BE PROVfOED WRH PiLOT I101i5 NAV;NG A DIA6I�TEZ NCT GREATER
7t1qV 70 PtKCENT OF T7E TFiREhp pIAMfTER OF THE BO�T OR SGREW. ALL LPS BOL75 AN� SCRF�NS �F1qLL 6E �NSF_R7FD
IN P�LOT YIOLES BY TUItAIING AND UNDFR NO C,IRCUMSTANCES BY DZIVING WRIi A';AM!.AER,
4. ALL 9(PA4510N AlUCFIDRS St1.4LL 6E DE51GNE0 (8Y OTHERSy I,4 ACCC;¢pAHGE W1Try THE SPEO=IC MAVU=ACT�.IRER'S R[QUIRLMLNTS
AND A:IGNAELE LOADS M1D 5(7hLL ONLY BE AP'LIED M CONDR�ONS O,CGEPfABIE TO MAN'JYACTUK=1i.
5. ALL FASTENERS CONNECTfNG A�UMIMUM COfdPONEMS ARE 5?AiNLE55 STEEL TYPE 300 16$ UN�55 pTHE2W15E NOTED
ON PLqNS.
F. GL455
1. GLA55 UMTS CON515T5 OP iW0 PANES O` I J9" TF;IGK TEMP�RPD G1P55 4VTH A 5,�g• STNNLE55 STEEL SPACER BEl4YEEN
°ANES WfTN AJ ARfipY FILL.
2. GLA55 CONFORMS TO ASTM E I 300.
3. ALL CA�E 7B CLEAR ARGpN ROOF GL455 �IAS TFIE FOLLOWING MIN'MUM PROPERrIES:
VIS161LITYTPANSMITfqfdGE = 16%
SOLAR TRANSMITfANCE = 10%
ULTR4VIpLtT 7RpH5MITANCE = 7%
V�SiB120�T5`D* 2CI'LPGTNffY = I I°b
v�sis� insi�e �Fl�Cnwn = ze�
SY.ADING COEFFIGIEM = . 18
SOLAR F1;AT GAIN COEFFfC(EM =. I 5
RFLATNE NEAT GAN = 39
A511RA2 VJiNTER U VA�UE � .2_
ASrRAE wiNTER R Vh1.IlE = 4.0
4. AI.L CODE 7E GLEA.2 ARGON WAI L GI0.55 H0.5 7H� FOLLOV✓NG MMIMUM PFOPPRT!E5r
VISIBILRY TRAN57.4fiTANCE � 65".6
50LAR TRAN5MItTANCf = 25%
UITRpVIOLtTTRANSMITANCE = 5?6
VI�IBL:OUI'S14: ZEFIPCTIVRY � 11Tc
VI�fBLE INSIDF RFFLiCTIYRY = i 29E
SNP.OING GOEFFIdENT = .31
SOLAR H:AT GAW GOPFFICIENf = .27
ItELATNE I1EAT GA1N = 65 BTUS / NR
A511R4E WINTER U VALIIE � .2_
ASFiRAE WIMER R VALVE � q.0
��+,-.,$CHLi4Nf �-
I. ALL SEALtWT CGNFORAAS TO TT-S-CC I 543-A, Tf-5-002306, ASTM G920 TYPE �,
G2ADE N5, C�5 25.
n. c,ns�s
�. PLL GA5KET5 ARE CO-EXTRJDED RN'J AP,F NON•M16R,4TORY
I., RJDM SPCCIPIG�,,,
REfERPVCE STANDFRpS;
0.5TM E I 19
� ASTM E I 300
�� �_,o
�l WA1L GLA55 U7GE 7E, R-VALUE; 4.0,
ROOF GIP55 CO�E 78, R-VAWE; 4.0
b) WA11 PANELS TO BE 3' INSUlAiEO
J- DfFLECT104 GRITERIA
r N.L EM A�E`T OR IXG�EDS Thi` Fpt,LQy✓'NG MINIMJM OEI'LCTIUN LLY1R5:
« o_+u
a. STRUCI'URAL AWMINUM: _____ U� �
b. G1A55; U 175 ----
K. UL,IGN IIVE LOA�S
5TRUCTURAI MEMBrNS ItA1F BiEN UESIGNtU FOR FULL UEl� �DA75 AN� TF1E FOLLOVJING
IIVE LOAU5 IN ACCOR7CMLt TO Tr1E 2015 IBC t h1E I S IRC:
I. R'�CCATERGORY: pCU�A�V(,l' A
2. �V° LOAD5 SEE SPECIPiC CA_GUTATIO!JS GOVER SHEET OR 57ANDARD q�yCWAHII- LOAOIN6 GHARTS,
3. SNOVJ SEE $PEGFIC CALCUTATIONS GOVER SHEET OR STAN7HRD ALIOWABLE �pq�ING Cr1ART5.
4. V/iND LOAD 5EE SPECIYIG CA_CUtATIONS CAVCR SME[T OR �TANDA2D .ALLOWABLE LOADING CHARTS.
5. 5EI5MIC LONJ SE�SMIC PAQAI.AElEIZS JJ� /�5 FOLLOWS:
2015 IBG; 2015 IRC:
5�15Nt�C SPELTRp1 RESPONSE COEFFICIENT (5sJ=S�E IDADING CFI/�KTS WOTES
BA51C STRUGTURAl. SYSTB�: 3LIILDING FRAAAE 5Y5TFM - UGHT FRAMFD WALLS
w! SHEAR PANELS (pTN�R MATERIqIa
RESPONSF 410DIFICqTION FAGTCR R= I.0
SF]SMIC FORCE AM?LIFICATION FACTOR = 2.5
DEFLEGTipr� q�qPL"Fr�q710N rhGiOK Cd = 2.5
BUfLDING NCIGFIT LIMIT, FEET M= 3p�
L C002DINATIpN
1. F�1R3FA^�N� SUNROOMS t5 NOT RESFl7NSIBlP =0R VERfF11NG 4 COOFDIr1ATING
711E WFORMATION BEIWEEN TF1E�E DRAWfNGS i ANY OTtiER �FtAWI�IIC,S USED IN CONJU(.Tlppl
WfiF1 THESE �RAWINGS,
M. ARBREVfATION5
YrE �iSL W��LLST OP_ A882EVIATION9 IS NCT INTENDED TO 2EPR:9ENi ALL TyQ$E USED ON
7Y,ESF �RpWI1.K;5, 6UT TO SJF'I'�R1ENi TF1E MOnE COWIMON ABBREVIATION� USED:
I . �t'e. - iwiCat_
2. SIM. - SIANUAR
3. UON - UNLE55 OT1fERW15C NQTED
4. CDNT. - CpNTINU0U5
N. CONS?RUG710N 5AFETY
i. hl � WIN N�b7 CAMAIN NEGE55.4RY COMPONENTS FOR 5AF2fY DURING CO�lSTRUCTIN.
2. Tti2 INSTA_lfR SHALL PROVIDE ADEQL'ATE TEMPORARY BRACING, SHORING a GUYIVG OY f'RMAi.'HCi
AGAlIdST WIND, CDVSTRU(,TIpN LOADS t OTFfER TEMPORARY FDRCES UMIL NO IANGER RPQUIRFD
FOR T�1E SUPPORI' OF TitE FRql,aING.
O. YATIO CpVER
I. WI1EtJ USE7 �AS A PATIO COVER THE KOG\•1 MU5T COMFORM TO ALL NPPLIG4BtL PROVISfONg OF EITr1ER:
:) APPCNP'X 'i OP ?YP_ 7_O 15 IRL
b) APPENDIX OP T^I< <O I S IBC
FASTENER SCMEUULE FOR STRAiGNT E4VE
TO FJlISTING STRUGiUREg C FpUNDATIONS
ICOMPONEM � F0.5'ENER I NOlSPACNG
. _ I {MIN.) I FfSTENERS
Cq.UMW51LL ���' 0 BaT �u/i 2 fNNN.) � FACH CQ'UM1J
t I 114' WA5»[R! AND i � O.C. �MAX.1
_ i
GlA21NG B0.R 3/8' 6 !2 IMIN.) �(qCn 9' GLAZIMe Bf
..�._. 13 IM�N.I � fACM 5' GLP2iNG e�
I WN.L CO(1Nv1A 'w'b' m 2 IN TOP 6' (.3' MP�RT)
� 30 O.G (MAy.) y[R7ICylr
NOTE: ALL F!6'fEryERS SnA(1 BE STA NLE55 STFEi.
VATH MINIMUM EMBEOMEI.T 3`
i-.-_- - __ __ __ __. _.:i
FASTENER___NOtE! �
i fASTENERS INDICATED SECURING UtJ1T TO 1
� BASEWA���CUR6/WALL ARE MiNI�AU.0 REQUIRED ;
FOR UNIT ONLY.
FASTENERS YUS� BE :VA_UATED LOCALLY I
FOR SPECIFIC MP.TERIAL
BEING USED (EX. WOOD, Ad,4SONRY, STEEL, EiC �. Ii
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DRP.WN BY:TN
REVIRN�D 6Y:A5
DATE: 4/ I 5l04
REVISION DATE
B �07-10-pi
C 02-22- i �
- D 06-29_ I �
._..-.. _ I'-_`- -
oRo.v�nN� nu,n�e:
23� ST SREV-0I
PAGE I OF 9
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5. MINIMUM FiLL WIDTFI I I/8` (Fi-GFIANMEL BUTTING
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CONFIGURATtON.
3. CDLUMtd SPACING VARIE5 DEPENDING UPON
� WINDOW 4 DpOR SIZES # COMFIGURATION.
6'-3 1/4" MAX. ON CENTERSPACING.
6 4. 5EE PAGE 3"FLOOR F1AN" FOK N07E5 NOT
SHOWN.
51M,TYP 5. APPLIES ONLY Wt1EN AN EXISTING WALL 19
UT�LRY Ti' P�SENT,
GOUIMN 6. 30 5/8' € 36 5/8° BAY SPAGING VARIES
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(� STRUG7URAL 1/�� �� �,�i/i� : pETFRMINED BY A DESIGN
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