4 BORDER ST - BPA-2005-485 CONSTRUCT 3-SEASON PORCH ,
fLlMI��NIr�7EA�Ml9 �/r110YE0 Aif ZiiE
�'��l170 A`!���OY�Ki �IIANT�D
cmr oF sAt.�M
ea��`�� �� o,�,
� �
,_.►
�onrq ow�
M�b Loe�bd N / i�tlw ot
b1YNbOYMd7 Y��No�� l�LLl� � �✓`�dZD�fd'� 5�.
:� Oo�rMl�onAw�f1 . YM�,_Ns V
�aq ���At� �
� PMmk lo:
(CMoI�wINollw�r�pply) RoOf, RMod. Ny1M SIdYlO, OonN�uot D�Ok 8�M4 P�od�
R�p�idR�p�o�. aMMr'
PI.iAtE RL.OYT I.�LY�OaM1it�Y TO AY�00 OLA�i rl/1100�10
TO THE IN8P6C'TOR OF BlMl.01Nti8: �.
7fN wid�nqrrd hNrb�► �pplM� br a p�nMt to buMd �000i�i+q,a th�.loNo�wYp
�� -
Owrwrs t�n� �s�P� �v 11 �v��7 �
waa�w a �+o�. � ,3���.�,�� s�• (>�17-f'f -�f��
�. w�.
�da...a Pnon. c �
�r� N� ��ni� �v.�-n�� C� . �
�liddrNs� PhorM � /"�:�r.�r>o,� !K. v/�- �nr.��le,y� %�I 1 %�� -��'% 3
YNWlibpupOMa161�1aP f'rsit_cP'� ���cl./�SU,�'�
(�IW d 01�1�1 11/N�/_ �- �!%1J A�( N�d�M�q,lor 11011111�1y r1iMT /
MI�O�Iq Cs/on11 b Iw� t'c /t/ (�
�
E�aaat /70r� qruos��M�buoMr• �'�� 7373
i� L�aw�t c i�G�Cs-v--w;� �
Lt�e. I i�
�
�a�K
�w�aa�tMt r��nr�
, af�Nrr
�oR wqwc ro�oo�
��� a /� X� :3 :3 �Ffi�7� /�o/C�/� o .il
�X'/.>��itJ� Lon�c�P�'T� � c/�, ���/_S /-�-iTt�C/9� ,
w� �r m-,=;= ,S�1/���� � �5an��2 s G- ,_
. S�z�,M.
� - i
_ � � �
_ � . �--G
.. �; ..- . �r` .�:,..:"„ak�....
... � - - �� G
�.,:. � �
��-�
.� :: �
� ����«:+r`.
'.t9,'i: . ', . . �
x , .p...rr.F:.� q. " ., I
. . . . . � ;i'.t:.: II
. , �.A. . ��.
• _ . ' "i7�+"' '
. ' .. . . . . _.. • I
i
• �
. �.
,.. . ��.. y..�,.
l
_� i
� ,
�
g �� I
��
�� 1
1 ��
�,�
�
o \\\ g
� MIN.WALL NEIGM]'-0' �B'�' ENCLOSURE PROJECiION
�� _z � — . — — — — — —
tl000 OLLtld S9 [35) tl000 OLLtld ZL [
x V �
g �� I o -. :
� y �- - - - - - -�
u �� } �8 } F �
� I I
�
� �� �� - - - - - - -
\ ,
� � � �� m
\�� § g P� I� N
o � �� �
P qps-a Z
i�� o G�
i � � �m _ — ' — ' — _ — — �
' I �i �� � C
" i � � g I r
g \� i �i � �
� i i 9 � I
� � � � \
�i i I 8
o �� � , , - - - - -
o , - �p
„
1 � � �
\�� � ��q + �- - - - - - -� '
,� 25 F � �i' F
u \\ g I ` J ,-.� �' - .
N f i u i
I� � � \ � i
\
_ f� �_ 65 PF➢�DDOR 1�\[3E] i 72 PA➢0 WOfl �� `[ � '�.
m� � _ — . _ ' — _ _ — — ' �i
ROOF PRQIECTION
�
g �\
� ��
� ��� �
�
��oaa coMMON� I \�\
�5��,ao�dD ��o � �\\
�r � i J �
C r�` � ^ �\ g
a� �
�°
�� I--- MP]C WALL MOCHf 12'-0' --y
I �I I � „zse�e�a�No.aKwr. LSR 4000 TYPICAL STUDIO REV. DATE BY CAMMENT SHEET:
J_ . BFRFA,OH 44017 .- 0 02/23/04 WAC RELEASED FOR USE
� (j �+(�1 z�+� FLOOR PLAN AND ELEVATION
�� p0• FAX:(440)239-iB12 40S-2
V TOLL FREE(800J 8247988 DRAWN BY: WAC CHECKED BY: KIR
EMAIL•jmcQjoycemfg.mm SCALE 114 -1 OATE: 7113i12003
• FLOOR CHANNEL SECURED TO DECK WITH NOTE: M
1/4" x 2" HOT DIPPED GALV. LAG BOLTS - — FLOOR CHANNEL SECURED TO DECK WITH FLOOR CHANNEL SECURED TO CONC. WITH 1/4" x 2" HOT DIPPED ,
PERIMETER OF ROOM. SPACING PER LAG BOLT 1. THE EXISTING DECK SHALL ��4" x 2" HOT DIPPED GALV. LAG BOLTS - GALV. LAG BOLT WITH LEAD SCREW ANCHORS - PERIMEfER OF ROOM. `�' �
. SPACING CHART. BE APPROVED BY THE LOCAL PERIMETER OF ROOM. SPACING PER LAG BOLT SPACING PER LAG BOLT SPACING CHART)
� JURISDICTION SPACWG CHART. (ALT. METHOD: FLOOR CHANNEL SECURED TO CONC. WITH 3/8"0 HILTI
#8 SMS � 12' KWIK-BOLT II, WITH 2 1/2" MIN. EMBED � CL OF MULLION, FOR
OC, AND 2 - 2. TRIBUTARY DECK AREA WIND ZONES z 120 MPH GUST, 1 ANCHOR � 1 1/2" EA SIDE OF
#8 SMS � FA FOR EACH POST MUST BE CL OF MULLION.) w
FLOOR CHANNEL VERT MULLION #8 SMS � 12" OC, N
LESS THAN 40 SQ. FT FOR � �
ASS'Y, LOCATE (ONE EA SIDE) DF OR SOUTH PWE LUMBER AND 2 - #8 SMS O � o
SPLICES � 8" EA VERT MULLION �8 SMS O 12" OC, �
MIN. FROM VERT. 6027 LOOR CHANNEL (ONE EA SIDE) AND 2 - #8 SMS Q " �
MULLIONS OPTIONAL ASS'Y, LOCATE OPTIONAL EA VERT MULLION �
FLOOR CHANNEL �
9077 6029 3I8 SPLICES Q 8" 3/8" MIN. ASS'Y, LOCATE (ONE EA SIDE)
MIN. FROM VERT. 6�2� PLYWOOD
d � MIN. SPLICES � 8" �
PLYWOOD MULLIONS SUB-FLOOR MIN. FROM VERT. � z � �
6006 FLOOR 9077 6029 MULLIONS 6027 z � � m 3
a o allo
6006 9077 6 6029 U \w � �
NEW P.T. BLOCKING SIMPSON A34
EXIST. 6006 "' � o
(SHOWN) OR BAND (FOR WIND APPROVED NEW WSUL-DECK
° aa
(2x6 MIN.) ZONES a120 DECK FLOOR SYSTEM ea ° . w o
MPH GUST, a ' ° �z �
USE A35F) ° ° ` ° < ° :a p �
�
EXIST. JOIST AT R-CONTROL
24" O.C. MAX SCREW � � � �
w
/ 2 1/2" MIN. FOR EW OR EXISTING �
1 2" GALV. `
THROUGH BO�TS 3/8"6 ANCHORS CONCRE(E SLAB IN p � g
2 PER POST SIMPSON HS ��2" GALV. � � � GOOD CONDITION Q Q �
(FOR WIND ZONES a 120 T H R O U G H B O L T S�� j W �
MPH GUST, USE H9) 2 pER POST LA G B O L T S P A C I N G o � Q
WIND SPEED SPACING '1
DOUBLE 2X8 MIN. P.T. NEW 4z4 POST MPH GUST O.C. V
STRONGBARCKS NOTCH (FOR WIND ZONES z120 DOUBLE 2X8 MIN. P.T. NEW 4x4 POST 00 16" �
POST TO ACCEPT (1) MPH GUST, USE 6X6 0
BOARD AS SHOWN � STRONGBARCKS NOTCH (FOR WIND ZONES z120 110 16"
POST TO ACCEPT (1) MPH GUST, USE 6X6) 120 12" v 3 �
SIMPSON SDS BOARD AS SHOWN 130 12"
SIMPSON POST BRACKET � m ^
1/4" X 2" 140 8" � ,;�
WOOD SCREW —�� (BOR WIND ZONES a 120 MPH o �
GUST, USE CBSQ66)
��$m�$
s �
: . : ` � ' a}'d,'A d�' '�.
... a. ' a . . Z���`-'.
e a ' a d' ° , ' ��g�� I
.. . e . .Q� a � � �
a� Z �ma �u�E
< � . < � ��jNOF,{q,yss � o�
(FOR WIND a ° , a. . , ` 1� 9 �W
ZONES a 120 d ° e' � N �o�' GARYJ. c
MPH, I�4 REBAR aa a `. a . 4 a '� a . o . ' M o DICIRBIN �$
(2X) SPACED AS ° . °< e ; �
SHOWN) �O 9�No. 5 Q � � E
3" 6" 3 CONCREfE f00TING �`FSSG P •
(FOR WIND ZONES z 120 �i� �
' 12" MIN. MPH, POUR CONTINUOUS �
FOOTING ALONG PERIMETER) —���
� t .
�8 SMS @ 6' OC ,8 SMS � 6' OC �B SMS � 24' OC � •
(TOP & BOTTOM) �8 SNS � 6' OC N �
ROOF
• �8 SMS O 24' OC d8 SMS � 24' OC _ 6011 .
_"_'___'___ ___'_''_________'
(TOP & BOTfOM) (TOP & BOTTOAI) --r
6015 :•:":.':
�8 SMS O 24' OC ROOF 6070 BB SMS @ 24° OC ROOF 6010 FASCIA �x KORAD FlLL �
PANEL PANEL �w VINri :.:,:,::.: a
FASCW FlSCIA VINYL BB SMS O 24" c3 x CO�PLER :.?;:i: q� w
6007 6007 COl1PLER OC, AND 2- �B s� 6572 y N
6012 SMS � EA VERT 3 KORA� flll o � _
� �B SMS � P8 5�5 Ml1WON (ONE EA �z � w p
J� � 24' OC � 24' OC SIDE �� � � �`-
.....
:.�:.•.•.
..... LLw
w:.:
OP�IONAL SCREVI fi009 �;,-;,•; x OP'IIONAL SCREW 6009 .
0
PIACEMIEM :::.:•:: o� PIACEMEM �a � � �
:.•:.•.•.
:r:..�.
3 �:•??i?
•:::::
w �.•:.•.•:
�:..:: �
...:: �
�B SMS � 24° OC� :i?:•:< �� (�B SA15 � 24' OC� _____"_ _ ___ _______'__' ..... . w
AND 2- �8 SMS 0 ?i:.::: �z AND 2- �8 SMS � ____'_'___'-'___'__'____' ____'_ _ �
EA VERT MUWON y a FA VERT MULLION �� ��
(ONE EA SIDE) o (ONE EA SIOE) �c� i i
W VINYL i x
� COIIPLER o� �; m ¢
6572 LL N 3 � ;
0 0
� 9 �z
. o
f Y � N� O
O �w �y
� �N �d U' WO F Y]
� U� G \
0
. N � o
i �
r 79 3/4' PD o 79 3/4' PD . = 79 3/4° PO � o
� � i
V � U�'
2 �
� I �
Z 3 � �
� � Z
� 0
� w � g
i � m �
� J p
� � �
J U o
�8 SMS 6 72' �e SMS O 12' �8 SMS O 12' ¢
OC, AND 2- �B OC, AND 2- a8
OC, AND 2- �8 V
SMS � EA VERT SMS � EA VERT SNS � EA VfRT �
MULLION (ONE EA
MUWON (ONE FA NIlLLION (ONE FA r
sme) sioe) sioe) o
fi027 6027 O `
6029 6029 � c� �
i
I 9D77 6029 I 9077 I 9077 N � ��
_____"'___'______"'"_'_'____ '______" "_- _ �
NEW OR EXI511NG FLOOR SYSTEM NEW OR E%ISTWG FLOOR SYSTEM 6006 NEW OR EXISTING ROOR SYSTEM J m �
6006 5EE DE1NL SHEEf 405-3 m 6006 5EE �ETNL SHEEf 405-3 � SEE �EfNI SHEEf 405-3 W
� N �
" SECTION SECTION 2 � �
STANDARD KORAD TRANSOM �5_ ,�5- �$^�
����a�
zo^�;
LSR 4000 MULLION SPACING CHART �����
Max. S acin Wind S eed m h Gust m����E
N ��
Mull. Hei ht ft) 90 100 110 120 130 140 �jHOF,y �W
7 96PD 96PD 96PD 96PD 96PD 72PD o�y��' As c
8 96PD 96PD 96PD 96PD 72PD 65PD � D
Y J. ��
9 96PD 96PD 72PD 72PD 60PD 53PD 9 9 �5B p� -,�V E
10 96PD 72PD 72PD 60PD o�, c �
11 72PD 72PD 53PD si �E G� —�
12 72PD 60PD �� ,
Note: These max. PD & Window sizes are based on using S-E Hurricane Mullion. �
2 .
� �
• W �
j � � • ,
2�
�U
� xH
WN
w SOl1D FlLL BEIWEEN 6057 8601 �
� MUWON AND WALL � �
0 6D17 MODIFY OR RIP MULLION 6602 w
� AS NECESSARY ?
w
} 1/4' X 6' HIX HEAD, A11N �
8008 t + + p° MTO SOIJD WOOD, � � p
ACTUAL FlLL 6' FROM TOP, BOT, & � � LL
PANEL MIN. 1" + + + + IAID POMT (l7P) SCREEN � �w
OR EXPANSION ANCHORS Q
IMO BRICK OR CONCREIE
w
6017 w
�
g8 � 2 1/2' TEK SCREWS,
8008 1' FROM TOP, BOT, k�@ MID
9070 � � POINT OF NINDOW (1YP)
� fi195 6625
� m 3
O O �
� � o
CONNECTI�N AT EXIST, STRUCTURE W z o �
0
DETAIL � � � o
405-
9070 O � /
� �
�
¢ .�^
6017 0 � S
/B e 2 1/2' TEK SCREWS, 6602 � O ¢ m �
9070 1' FROM TOP, BOT, & 0 MID
POINr OF WINDOW (lYP) � � yrj � �.
� � 6195 6fi25 6017 n n � 0 � Q
f��� e V � �
3° H—MULLION °- �
e 0601 m � 0
DETAIL 405- SECTION � ¢
B �.
(n Q o
D��R ELEVATION � � �
T :�
S-E MULLION OPTION STANOARD MULLION OPiION m m
ACNAL FILL 9074 4a �
PANEL MIN. 1� � 9074 � �
fia" 9070 9070 INTERIOR 9074 aooe g �m �
9070 fi054 9079 ���`��
H008 6017 a ,�, d,d�'
6057 2x�=^^8
g �
nL � } + M8 x 2 I/2' TEK SCREWS, �u��3,m
o2J + + 1" FROM TOP. BOT. & � MID �jN OF Mqs � ��y�W�
o + + + + POIM fi195IN6625(�' o ��� s � LL�J
+ + + � � � GARY J. ��
e rl DURBIN
� NLL HEIGHT LI� � � CIVIL Q
6016 CORNER
gpp7 � �g x 2 1/2' TEK SCREWS, A N0.� Q Q
�8 x 2 7/2" TEK SCREWS, 1' FROM TOP, BOT, & O MID 9�F /S ,• ��
1' FROM TOP, BOT, & O MID CORNER MULLION Ne x 2 1/2' TEK SCREWS, SCREEN AND FRAME POIM OF WINDOW (TYP) �
POMT OF WINDOW (TYP) 1' FROM TOP, BOT, & 0 MID EXTERIOR 6195 6625 'ON
6195 6625 DEfAIL 3 POINT OF WINDOW (7YP) � �
6195 6625
405-
SECTION A
—��
__ _ _ I
' SCORE AND REMOVE EX. SIDING, � � _ .
- MOUNT FLASHER CHANNEL ON � N �
� SOLID PLYWOOD SHEEfING 3" INTO �
. � DIRECTLY INTO FRAMING SOLID WOOD
EXST ROOF RAFTER o� FRAMING
Z f EXPANDED CONCEAL NEW FLASHING
. POLYSTYRENE AL SKIN, }�3105 5205 UNDER EX. SIDING
CORE H254 iYP T&B
�
ADHESIVE �10 PHILLIPS HEAD 410 5203 � �
SST � 15" OC #8 SMS @6" OC 5204 � o
#8 SMS � 24" OC o 0
BRACKEf(S) + -}- + + + + + + �o `�n `w"
SEE TABLE m�-�w a
ROOF PANEL � � t + + + + + + + � �z Y + + w
+ + + + + + t + + w o�= ROOF PANEL + + + �
w
HANG RAIL L 1 '" � + +
EXIST FASCIA, �� 48" + + !
(SEE TABLE) �'�E � (SINGLE PANEI WIDTH) 5206 FOR FASTENER TYPE, SEE � / m 3
PROJECTION STRUCTURALLY HANG RAIL ATTACHMENT
(SEE TABLE) noEounrE suPPORr, TYPICAL RO�F PANEL CHART (�8 SMS � 6" OC
(BY OTHERS) a
NOTES: EXIST �
1. THE NOTCHED PROJECTIONS (E.G. 2x6 N) GIVEN W THE TABLE ENCLOSURE STRUCTURE o �
BELOW, ARE FOR BEAMS WiTH A 1" NOTCH. FOR BEAMS WITH A 7/2" D ETAI L � �
TO 1" NOTCH, L MAY BE INCREASED BY 4°. FOR BEAMS WITH A 1" Z^ _ �� _ p•• 40S- �
TD 1.5" NOTCH, DECREASE L BY 5". DO NOT USE A NOTCH GREATER HANG RAIL AT EXISTING BUILDING � �
THAN 1" FOR 30 AND 40 PSF PATIO LOADS.
DETAIL z
Max. Aliowable Eave Projection "L" (Inches) Z�� _ ,� _ o�� aos-
Rafter Snow Load s
Size in 20 30 40 b0 60 70
zXa �.o s.s a.s a.o a.o a.o HANG RAIL ATTACHMENT FOR STUDIO ROOF o � � S
2x6N 11.5 9.0 8.0 7.0 7.0 7.0 � a r �
2x6 17.0 14.0 12.0 10.5 10.5 10.5 � � � �
2x8N 24.0 1 9.5 1 6.5 1 5.0 1 4.5 1 4.5 L i v e L o ad s STUD WALL EXIST. EAVE MASORY BLOCK OR BRICK CONCRETE p
2x8 30.0 24.5 21.0 18.5 18.0 16.0 (2) 1/4" Lag Bolt w/ (2) 1/4" Lag BoH w! (2) 1/4"X 2" Lag Bolt w! 114" HILTI HIT HY20 1/4" HIL T I K W I K- v w � o
<=30 3" min. embed 3" min. embed Lead Screw Anchor w/4" min. embed BOLT II w/2" min. � �
Snow Load s <=20 <=70 @16" o.c. @16"o.c. @12"o.c. @16"o.c. embed @16"o.c. o
Wind S d m h <=130 <= 140 (2) 5/8" Lag Bolt w/ (2) 5/8" Lag Bolt w/ (2) 1/4"X 2" Lag Bolt w/ (2) 1!4" HILTI HIT (2) 1/4" HILTI KWIK- o O
SIMPSON Framin Brackets A35 H9KT <=70 3" min. embed 3" min. embed Lead Screw Anchor HY20 w/4" min. BOLT 1� w/2" min. � �
Existing Facia 2x6 2x6 @16"o.c. @16"o.c. @8" o.c. embed @16"o.c. embed @16"o.c. � o
3 0
z
Roof Panel Span Chart m �
_ ..
WIND SPEED MPH 3 SECOND GUST
o �n
=120 =140
Thickness AI Skin EPS Densi Deadload SNOW LOAD PSF �m E
ROOFTYPE inches inches Ibs s 20 30 40 50 60 70 80 ���Aa�'
0=N N 0
?� ��
3" Climatemaster 3 0.024 'I.5 1.1 14' -5" 11'- 11" 9'-2" 7'- 5" 6' - 2" 5'-4" 4'-8" ����g�
� .. . .
3 3/4" Deluxe 3 3/4 0.024 1.5 1.2 15' -4" 13'- 1" 11'-5" 9'- 10" 8'- 3' 7'- 'I" 6'-2" m d�u�E
� "a
3 3/4" Ultimate 3 3/4 0.032 2.0 1.5 18' - 0" 15' -4" 13'-5" 12'-0" 11'- 0" 9' - 5" B'-4" ���N OF Mqss ^ �W
3 3/4" Shin leable 3 3/4 0.032 1.5 2.8 19'- 11" '17'- 2" 15'-4" 13'- 10" 12'- 8" 11' -8" 10'- 10" � �
� GARY J. � �
6" Deluxe 6 0.024 1.5 1.5 18'- 11" 15' - 1" 13'- 1" 11'- 9" 10'- 9" 9' - 11" 8'- 10" D BIN tl .\
� " �f �e
6" Ultimate 6 0.032 2.0 1.9 22' -0" 20' - 3" 15'- 10" 14' -3" 13'- 0" 11' - 3" 9' - 11" N �
9 0
6" Shingleable 6 0.032 1.5 3.1 22'-0" 22' - 0" 20' 0" 77' -8" 15'- 10" 14' -4" t3'- 1" q9��FF � �
SPAN: DISTANCE BETWEEN TWO SUPPORT POINT / ��
��
PER ICBO ACCEPTANCE CRITERIA
SAFETY FACTOR OF 2.5 FOR BENDING, 3.0 FOR SHEAR, L/120 FOR DEFLECTION