25 PICKMAN RD - BUILDING INSPECTION (3) ,_ �
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JdSPECI�,PRIGR TD A PEAMIT BEWG GRANtED
No\�� ' �� CITY OF SALEM ,
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a,•� ��ia.�rrn vos rw ✓1 Location of I
— sas�asns �.S P c Kh�r,.1 �'�J
�s Propwly�oat�d In
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BUILDING PERMfT APPUCATION FOR:
Permit to:
(Circle whichever apply) Roof, Reroof, Instell Siding Conetruct,,D�eNc� Shed� Pool. I
RepaidReplace. Odter. nM�2 i�,c��F .5�,,,2�,vt
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PLEASE RLL OUT LEGIBLY d�CdNPLETELY TO AVOID DELAY8IN PROCE8gq�IG
TO THE INSPECTOR OF BUILDINGS: '•
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The urnlersigned hereby apptles tor a permit to build acco�ig,to the followi�g
specfficationa: _ , j
Owner's Name �ev'7 Sc,�i�? ,�Ei26 �
!lddress & Phone ,�� ���K M��J l�d. l9 7�� 7y s- 7�1�S
Aroltiteat's Name �
Nddress fl Phone '—' [ )
, Mechanics Name �..✓�nIX €IId4aU S ,
Address & Phone �� ,('�Sgk'tb�� I��'- D,P �c�[�A��l71 �90��'�'��
, wnn�s m�vur�ow a� v�e//� N �
M�Mnsl a buY�no? n a dw.Wrq,ror now mmy�amw.9 /
w�arldho oordam ro I�w9 7�S n�os7 /J D
eaimuw aoa �� cqy uarw N !c� sow�b.w r o�7a-7�
�.�/ � � ao.. i�so....nc
/� � I.tc. i DO �-
Sipnaturo of Applicant
s�eo uNo�n�� �w►�rY�
oR �ruuRr
- DESCRIP'TION OF WORK TO BE DONE
_�x i ENJ� �'�X/S�i R�� ./��C IC X/�f r
/�(es7-A�c s�ov� ��{'x/y d,v �x�sTi,t1G ��cK .
OL�Ns � ������ �
MIUL PERMIT T0: �S �'i�,�/�'l P�� l�= S/i L�/v( .
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APPLICATION FOR
PERM�f TO
��k�y s.��oo.., e�--
�oa�l tJP /�i��PF �Pc.5.v2 . .
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PERMIT GRANTED ��
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AP �D
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INSPECTOR BUILDINGS
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Pueuc Prtor�r�r De��Mp�
i �zo w�sNiNaroN s�csr. aeo F�oos �
• SALtM.MA O i Y7o
` TLL (970)743-Ds�s �.sep
FNt (�7!) 7�D�46
STANL[Y J. UlOVKZ. J11.,
MAYOR ,
DISPOSAL OF DEBRLS AFFIDAVIT
Ia accordimce with tbe pioviaioni of MC�,c 40,534.I aclQwwladge t�t at a condition
of Hm7din�Pamit M .�il debiis reauttia�5om�a���,
�ovaaed by.r tLit Birildin�Permit a�afl be dispaed of in a pnopariy licm�ed wlid-wa�oe
�pOs�l faeiliry.as det�ned by M(�,c�S13M. .
13edebai�w�bediepwedof� �Q�I/S/�C �-,��IJ�1� � Sc.��}�S�67T t�i ,
. �.ouIIoa ofFaa'Lt�r . .
. ��� " — ���'� (� �aq� C �
Ssgoatuie of P�mit Appliam� . �
(PLBASE PRIIdP�Q.SARL��
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�,e��1X . �,i,�.vS
Name ofPa�it Apphc�t
�Ql�ic!� �vy9-n�S � ,
Fam Name,if my
I 9� �'�s�,�v�id2 i�i�� �� �kc�,�b� �(� .
�.cnr e�sm�e
Tbe above at�te requira that aebri.�t�e ae,moliaon,reaovatio�,rd,ab or w6er .
aheradon of bm'idiag or atrucbue be diapoeed m a pmpqly-Hceaeed aokd-wdte d�o:a1
Sciliry a�de5aed by MGL cID� S 150A, ead the build'm8 P��a licrosa ae w
iudicate the loaoao of tLe faciliry.
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� � �ommonu/�tiiWL Of i�l�nLlLWs�d .
�, ��.�.t,�.,� �.l.l�r,�.f..9«•��..t,� .
6� w..�:.,ws� �
�,ma t Ga+oed �a1... /I/..�.dZ 0111! .
Canmsaaa�r ' .
Workcrs' Cnmpcnsaiioa lnsunnce �dapii �
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c.—......�..a
. . wiih.a princiasi pbas of bnsinsss s� .
9 � �P�s�.ev�a�r� �'K• �2- 'i D�kc�� ',M� � � �
. . . ��w......�aa .
do hcr�br'cer�y undcr the paias and penaltiss d perjory. sloC �
� I am sa empbyer yrovidin� �rorkers' compeasssioa cover+�s for my einyloYee� wericia� o�
shb job. • •
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Iruurance Comp�pp . � Poliq Numbet . .
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I aa� a aok yroprisser and have no one workiu� ix tns fu s�r caW�7• .
, O I sin � sole proprieu�, =enenl coraracsor or iwmeownv (drels ene) aod h�w bited shs
con:ncwn I'issed bebw who•hsve ifie followir� workas' compe*ssssfon poRd� �
• Cornr�csor � Insuran�e Comps�ry/Po�cy Num�K
Cont�saor Insunnce Compa�r/Policy Numbat
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Consrsaor lnsurance Comysay/Policy tiumbK
() I am n homeowner perFormin; �II tht work mysdf. ,
. • I vws.ruaeo au�cov�el Ab+uum.n�.Y�ee ier..rwe o ox ORc�el Imedpwir e!A+e DIA la <e.ers�e.�Ai�sM w aw lin r rara
�owra�� ai�rw►r0 unau S�ceen SSA sf MGL 1 S 2 can k�0 te OK ir�o�iw e(cri�a�osn�b Cxa�w�{ d 7 fi��1 w O-f I,SOOAO aMlw w
r�n'nu.ro�.nrnt a y�y dri ew4iei w �.a �orm e(� STOP W ORK OFDER ane� br ef S t00.00 s �qiAt w�
SiEned chis . ���- dsy of , _ �Ec��
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G�l"��'V�i"�U��f,l.iY4/�
:iccrscei Fcrmiuee s "euilcin� Gepartn.ent
�censing EearC
Seiecsmens Oftice
�e:ILh Gep�r.mer,�
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�� REGISfRY: .�X— SC(JZ}�,
' TITLE R�.FLR£NCE: � �4' P6�.;._-96
�� PLAN REFER£NCE: ����' ��
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I:�is plan was not prepared j'rom an insuumcnt survey, MORI'GAGE INSP�CTION PLAN
dffsets and �iistances sbovn,n should nat be usad !n
I est.�bSish proptrcy Gnes. �,pCATION a� ��LK/�Y�ll�—�----
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This pian is 9ntended for m�rtgage puxposes only. 5/�IL �M, /�� � -
( ceetify that the struczure�._...�show�n on this P(an �Ai� �/'_ �fj� pp�; �/0'Q;�.—
,� vY�S rn conformr�ace with zoning setbacks
in �efFect at the time of cons�ruetion. CEKf]FIED T0:
t certify thati the parce( sh q'�'n is_LVR�_located within �•%BY''¢�f�����C���'1�k'7-���=
a flucd huzard area as deqicc�d on HUA Flood Insurance
RBt, Maps for Commuiai:ry INo:_,sa�.50/Ds� , ---
CAM'IERON BI�O'X'g$E ].NC. Job No. - ------------
21 Touro Ave:. h;er7f'ord,MAi (781)324-9566 _
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— Board of Building Regulat ons and Standards
One Ashburton Place - Room 1301
Boston. Massachusetts 02108
Home Improvement Contractor Registration
_ :y Repistration: 100892
� �. � . � � �� Type: Private Corporation
Expiration: 6/24/2006
FRANK EVANS COMPANY INC '
Francis Evans �
94 RESEVIOR PARK DR
ROCKLAND, MA 02370
Update Address and retum card.Mark reasoo tor c6ange.
� Address � Renewal � Employment � Lost Card
� ✓/�e inarrvd�a�nurv.a�!/z o�✓�.¢aaac%ude%�
_= Board of Building Regulatlons and Standards License or registretion valid for individul use only
� HOME IMPROVEMENT CONTRACTOR before the expiratioo date. If found return to:
Board of Building Regulations and Standards
Reglstretion: 1p0892 One Ashburton Place Rm 1301
Expiratlon:� 6/24/2006 Boston,Ma.02108
Type: Private Corporation . � �
FRANK EVANS COMPANY INC
Francis Evans � �
94 RESEVIOR PARK DR � �. ��„_„��,i
ROCKLAND,MA 02370 pdministramr 1Vot valid without siguaWre
/ �
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, ✓ree �jomvmnaw/ieall� a�✓�roeo,c/u�oetta . .
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�" �� BOARD OF BUILDING REGULATIONS
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w�; License: CONSTRUCTION SUPERVISOR
� � ��'�� Number. CS 052858
Bi rthdate: 10/20/1960 -
j Expires: 10/20/2005 Tr.no: 6069 �
� Restricted: 00
LAWRENCE M EVANS J
. 94 RESERVOIR PK DR ��—� � :
ROCKLAND, Mq 02370
Admmistrator '
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NOTE: DIMENSIONS ARE FROM
FINISHED FLOOR LINE
� J � 1125 BEREA LVD.Ph'WV DEALER NMAE: FWJJK EVANS
70 BEREA,OH 440�� cusToraea rvnr.�e sTewaseec LSR 3000 VINYL PRE-CUT ROOM ELEVA710N s"E�:
�v,,n PH:(440J 239-9100
(y�� V"' FAX.�(440/23g7812 ��y�ORDERk tIX1q12g3 REV. OATE BY COMMEM A- 1
m�J TOLL FREE jB00)82J-7988 ��'�+T�BY LAH CHECNED BY:
EMAll:jrtic(�do;�cemfg.com SCALEII4'=1''D DATE: B/25f04
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, . � . �
j GENER4L NOTES AND SPECIFlCAiIONS ^"""' "OTES AND SPECIFlGATIONS fGON11NUE1 A98REVIAl10NS
`' IDENTIAL CODE APPENDIX H IS THE REGULATION COVERING THESE 13. LABELING REQUIREMENTS FOR TEMPERED GLASS 0 DIAMEfER NA NOT ALLOWED y M
1. THE 2000 INTERNATIONAL RES � NR NOT REQUIRED
STRUCTURES. ALl PATIO COVERS SHALL BE USED ONLY FOR RECREATIONAL/OUTDOOR LIVING PURPOSES � ADDL ADDITIONAL NTS NOT TO SCALE
,p AND NOT AS CARPOTS, GARAGES, STORAGE ROOMS OR HABITABLE ROOMS. 2003 IBC SECTION 2406.2 IDENTIFICATION OF SAFETY GLAZING: (EXTRACT) q� AWMINUM
� ANCH ANCHOR OC ON CENTER
2 ENCLOSURE WALL SYSTEM SHALL MEET THE FOLLOWING REQUIREMENTS: EXCEPT AS INDICATE W SECTION 24D6.1.2, FACH PANE OF SAFEfY GLAZING INSTALLLED IN APPROX APPROXIMATE(LY) OD OUTSIDE DIAMETER �,
NAZARDOUS LOCATIONS SHALL BE IDENTIFlED BY A L46EL SPECIFYING THE IABELER, WHETHER THE OH OVER HANG '^
�
a) TNE MAXIMUM HEIGHT OF THE ENCLOSURE SHALL NOT EXCEED 12'-0". THE MINIMUM HEIGHT OF THE WENL ASTTHERINFORMATION ESPEC FIEDH N S EC ON 2403G' STTHEAIABEL S ALL BETACIDMEfCHEDAs BAL BALANCE OPNG(S) OPENNING(S) �z �
WALL SYSTEM (WCLUDING KNEE WALL) IS 6'-8". SAND BLASTED, CERAMIC FIRED OR AN EMBOSSED MARK, OR SHALL BE OF A TYPE THAT ONCE BLDG BUILDING OPP OPPOSITE � �
APPLIED CANNOT BE REMOVED WITHOUT BEING DESTROYED. BOT BOTTOM OPT OPTION(AL) � o
. b) THE OPEN AREA OF THE LARGER WALL AND ONE ADDITIONAL WALL IS 65� OR MORE OF THE AREA w
N
BELOW 6'-8" MEASURED FROM THE GROUND FOR EACH WALL. OPEN AREA MAY BE EITHER INSECT C/C CENTER TO PD PATIO DOOR �
SCREENING, GLASS APPROVED BY THE 2000 INTERNATIONAL RESIDENTIAL CODE SECTION R308. CENTER PL PLATE �
DESIGN CRfTERIA CL CENTERIINE PROJ PROJECTION
3. ROOF PANEL, WNICH COMPLIES WITH THE REOUIREMENTS OF THE 2000 INTERNATIONAL RESIDENTIAL CLR CLEARANCE PLWD PLYWOOD
CODE AND WHICH APPLIES TO THE CONDITIONS OF THE SUBJECT ENCLOSURE, MAY BE USED. WHERE THIS VINYL PATIO ENCLOSURE SHALL BE CONSTRUCTED USING THE FOLLOWING DESIGN CRITERIA COL COWMN
ALLOWABLE PANEL SPANS SHALL BE LIMITED TO THOSE SHOWN IN THE PANEL SPAN CHART (30S-6). CONC CONCREfE R4D RAOIUS � Q
REGARDLESS OF PANEL USED, PANEL SKIN SHALL BE 3105-H174 ALUMINUM OR STRONGER MATERIAL SNOW LOAD UPTO 70 PSF CONT CONTNUOUS R INF REINFORCE(DRING)R m 3
WITH MIN. ALUMINUM THICKNESS OF 0.024". THE CORE MATERIAL SHALL BE EXPANDED POLYSTYRENE WIND LOAD UPTO 140 MPH (3 SECOND GUST) CTR CENTER(ED) REQD REQUIRED o
ADHERED TO TNE PANEL WITH AN APPROVED ADHESNE. - REV REVISION �
THE FOAM PLASTIC, WHICH HAS A 1.5 PCF NOMINAL DENSIiY, HAS A fLAME-SPREAD RATING OF 25 OR SEISMIC = N.A. (LIGHTWEIGHT ENCLOSURES HAVE NEGLIGIBLE RESPONSE TO SEISMIC LOADS) DEf DETAIL � �
LESS AND A SMOKE-DENSITY RATING OF 450 OR LESS WHEN TESTED IN ACCORDANCE WITH UBC � DF DOUG FlR SHT SHEET o
STANDARD B-1. THE FOAM PLASTIC COMPLIED WITH ASTM C 578 AS TYPE II. THIS ROOF PANEL HAS DIMENSIONS ARE AS NOTED ON THESE DRAWINGS . IARCH SIM SIMIL4R
MET THE CRITERIA OF UBC 26-3 (ROOM FIRE TEST STANDARD FOR INTERIOR OF FOAM PLASTIC SYSTEMS), DIA DIAMETER SMS SHEET METAL SCREWS � o
WHICH IS EQUIVALENT TO UL 1715. DIM DIU�ENSION SP SPACE(S,ED)
THE FOLLOWING DRAWINGS ARE INCLUDED IN THIS LSR 3000 STUDIO ROOM STANDARD DRAWING SET: p� DEAD LOAD SPEC SPECIFICATION, SPECIFED
DWG(S) DRAWING(S) SQ SQUARE
THE WALL FILLER PANEL WHICH COMPLIES WITH THE REOUIREMENTS OF THE 2000 INTERNATIONAL SST STAWLESS STEEL
RESIDENTIAL CODE AND WHICH APPLIES TO THE CONDITIONS OF THE SUBJECT ENCLOSURE, MAY BE USED. DRAWING # TITLE � � �Eq�H STD STANDARD � z
30S-2 3000 STUDIO TYPICAL ELEVAiION, FLOOR PtAN EF � EACH FACE STIF STIFFENER
4. MAXIMUM ROOF PANEL OVERHANGS (O.H.) SHALL NOT EXCEED 1' - 6" EL ELEVATION STL STEEL
� O
EMBED EMBEOMENT STRUC STRUCTURE(S,URAL) Z Q � N,
5. IN ORDER FOR AN EXISTING CONCRETE SLAB TO BE USED IT MUST BE IN GOOD SOUND CONDITION 305-3 3000 TYPICAL FOUNDATION DETAIL Ep EQUAL(LY) SYM . SYMMETRICAL � w '� $ �
(MINIMUM COMPRESSIVE STRENGTH OF 2000 PSQ WITH NO EVIDENCE OF EXTENSIVE CRACKING, WATER - 305-4 3000 TYPICAL WALL SECTIONS ES EACH SIDE � 4-' m �
SEEPAGE, OR UNSTABLE FOUNDATION CHARACTERISTICS. EXP EXPANSION T&B TOP AND BOTTOM Z m � w
305-5 3000 TYPICAL WINDOW AND WALL DE(AIL EXIST EXISTING THD THREADED W Q i a
6. ALUMINUM SHA�L BE ALLOY AND TEMPER 6063-T5, (UON). THK THICK(NESS) � ot3 v o
305-6 3000 TYPICAL ROOF SYSTEM. DEfAIL GA GAGE TYP NPICAL p a
7. ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE COATED IN ACCORDANCE WITH THE 2000 GALV GALVANIZED � �
IMERNATIONAL RESIDENTIAL CODE � GN GENERAL NOTE UON UNLESS OTHERWISE NOTED � �
�
8. POP RIVETS SHALL BE ALUMINUM ALLOY 5056 WITH CARBON STEEL MANDREL AS MANUFACTURED BY HGT HEIGHT VERT VERITCAL o U
U.S.M. CORPORATION. HOR HORIZONATAL o Z
W� WITH � U_' o
9. SHEET METAL SCREWS (S.M.S.) SHALL BE STAMLESS STEEL, ZINC PLATE. GALVAN2E0 STEEL OR WFO INFORMATION W/0 WITHOUT � � � �
WD WINDOW, SLIDING -� p �: ��
2024-T4-�ALUMINUM. m `
LVI, LAMINATED WDF WINDOW, FIXED z
10. EXPANSION ANCHORS SHALL BE 3/8"0 HILTI "KWIK BOL7 II" OR APPROVED E�UAL ANCHORS SHALL VENEER WS WOOD SCREW
BE AS DESCRIBED BY AND INSTALLED PER ICBO ES REPORT #4627. LUMBER WT WEIGHT o �
11. WHERE ATTACHMENT TO EXISTING STRUCTURE OCCURS, THE WOOD OF THE EXISTING STRUCTURE MATL MATERIAL E
SHALL HAVE A MINIMUM SPECIF�C GRAVIiY OF 0.5, SUCH AS DOUG FIR LARCH. - MAX MAXIMUM ���d,:F�
MfR MANUFACTURER Zo����3
12. WHERE SCREWS ARE WSTALLED WTO WOOD FRAMING, THE CONTRACTOR SHALL VERIFY, THROUGH MIN MINIMUM q���g�
�
NONDESTRUCTNE MEANS, THAT FACH SCREW HAS A MINIMUM OF 1/2" SIDE COVER ON ALL SIDES OF THE . �LZH�FM,Qs+ mma�"'�
SCREW. O�� GARYJ. S9�yG � "��
13. LABELING REQUIREMENTS FOR TEMPERED GLA55 � � DURBIN N �W
� CIVIL p
0
2003 IBC SECTION 2403.1 IDENTIFICATION: (EXTRACT) � NO.1S064 p
-o ,9
EACH PANE SHALL BEAR THE MANUFACTURER'S LABEL DESIGNING THE TYPE AND THICKNESSOF THE GfASS 9�.�'�� ST �
OR GLAZING MATERIALS. THE IDENTIFICATION SHALL NOT BE OMITTED UNLE55 APPROVED ADN AN S N �
AFFIOAVIT IS FURNISHED BY THE GLAZING CONTRACTOR CERTIFYING THAT EACH LIGHT IS GLAZED IN I
ACCORDANCE WITH APPROVED CONSTRUCTION DOWMENTS THAT COMPLY WITH THE PROVISIONS OF THIS � G 0
CHAPTER. SAFETY GLAZING SHALL BE IDENTIFlED IN ACCORDANCE WITH SECTION 24062. y� �
EACH PANE OF TEMPERED GLASS, EXCEPT TEMPERED SPANDREL GLASS, SHAIL BE PERMANENTLY
IDENTIFIED BY THE MANUFACTURER. THE IDENTIFICATION LABEL SHALL BE ACID ETCHED, SAND BtASTE�, —��
CERAMIC fIRED, EMBOSSED OR SHALL BE OF A TYPE THAT ONCE APPLIED CANNOT BE REMOVED WITHOUT
BEING DESTROYED.
FLOOR CHANNEL SECURED TO DECK WITH `"
1/4" x 2" HOT DIPPED GALV. LAG BOLTS - NOTE: FLOOR CHANNEL SECURED TO DECK WITH FLOOR CHANNEL SECURED TO CONC. WITH 1/4" x 2" HOT DIPPED s o
• PERIMETER OF ROOM. SPACING PER LAG �. THE EXISTING DECK SHALL 1/4" x 2" HOT DIPPED GALV. 11aG BOLTS - GALV. LAG BOLT WITH LEAD SCREW ANCHORS - PERIMETER OF " �"
BOLT SPACING CHART. BE APPROVED BY THE LOCAL PERIMETER OF ROOM. SPACING PER LAG ROOM. SPACING PER LAG BOLT SPACING CHART.
, JURISDICTION BOLT SPACING CHART. (ALT. METHOD: FLOOR CHANNEL SECURED TO CONC. WITH 3/8"0 HILTI
#8 SMS � 24' KWIK-BOLT II, WITH 2 1/2" MIN. EMBED � CL OF MULLION, FOR
6005 OC, AND 2 - 2. TRIBUTARY DECK AREA WIND ZONES a120 MPH GUST, 1 ANCHOR � 1 1/2" EA SIDE OF
#8 SMS � EA FOR EACH POST MUST BE CL OF MULLION.) �
VERT MULLION #8 SMS � 24" OC, �r �
6018 LESS THAN 40 SQ. FT FOR AND 2 - #8 SMS � � �
(ONE EA SIDE) DF OR SOUTH PINE LUMBER 6005 EA VERT MULLION #8 SMS � 24" OC, �
FLOOR CHANNEL AND 2 - #8 SMS � " �
ASS'Y, LOCATE � 6027 6018 (ONE EA SIDE) 6005 EA VER7 MULLION �
SPLICES � 8" OPTIONAL OPTIONAL (ONE EA SIDE) �
MIN. FROM VERT. 3�g^ FLOOR CHANNEL � 3/8" MIN. 6018
MULLIONS MIN. ASS'Y, LOCATE �0 6027 PLYWOOD
SUB-FLOOR FLOOR CHANNEL o �
PLYWOOD SPLICES � 8° o� = z z r �
6006 6029 ASS'Y, LOCATE 6027 v � w eo <
FLOOR MIN. FROM VERT. 6029 SPLICES � 8" a= � �
MULLIONS �v �
6006 MIN. FROM VERT. ��m a
MULLIONS � � w a �
NEW P.T. BLOCKING SIMPSON A34 EXIST. 6006 � 6�29 �' � o
(SHOWN) OR BAND (FOR WIND APPROVED NEW INSUL-DECK
° ae
ZONES a120 DECK FLOOR SYSTEM ,a . . � - � o
(2x6 MIN.) a ° o. ' N
rnPH cusr, �Z
USE A35F) � � � � a ' °. ° ` � �, �
R-CONTROL < �
EXIST. JOIST AT = SCREW � � � '
24" O.C. MAX
w
2 1/2" MIN. FOR EW OR EXISTING Z
1/2" GALV. 3/8"4 ANCHORS CONCRETE SLAB IN O '� 8 I
THROUGH BOLTS GOOD CONDITION a o �
2 PER POST (FORSW ND ZONES a120 ��2 GALV. � � w
THRoucH eo�Ts� LAG BOLT SPACING ? W �
MPH GUST, USE H9) 2 PER POST O c�i `c
WIND SPEED SPACING LL I
MPH GUST O.C. Q I
DOUBLE 2X8 MIN. P.T. NEW 4x4 POST 100 16" a I
STRONGBARCKS NOTCH (FOR WIND ZONES z120 NEW 4x4 POST � '
POST TO ACCEPT (1) MPH GUST, USE 6X6) DOUBLE 2X8 MIN. P.T. 110 16"
BOARD AS SHOWN STRONGBARCKS NOTCH (FOR WIND ZONES z120 a
POST TO ACCEPT (1) MPH GUST, USE 6X6) 120 �2 M a �
130 12" � �
SIP.�PSON SDS BOARD AS SHOWN 140 8" � m �
SIMPSON POST BRACKET
' WO D4SCREW —�_ CBSQ44 � �
(FOR WIND ZONES >_ 120 MPH � "
GUST, USE CBSQ66) �^g8�m �
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(FOR WIND ZONES a < ° a <. . a ` , a �a. � � �o�'�� GARYJ, s9 '�o-�
z 120 MPH, #4 -� � DURBIN
REBAR �2X� a< ` a � � a ° d o � o NO.IVI ��
SPACED AS ° °o. e e 9 � " E
SHOWN) o C,� E � -Yv
3" 6" 3 CONCRETE FOOTING ON ' A �
(FOR WIND ZONES >_ 120 A, !M —�
12" MIN. MPH, POUR CONTINUOUS Y
FOOTING ALONG PERIMETER) �
�
� a8 SMS � 24' OC - �8 SMS � fi" OC y M
�8 SMS � 6' OC (TOP & BOTfOM) � .
ROOF
�9 SAIS � 24' OC 6017
_'____ ____'__
- .•:.•.�.�.
___-_'_ __
(TOP & BOTfOM) 6015 � � �
ROOF 607� FASCIA i KORAD FILL LL
�8 SMS � 24' OC PANEL . � � VINYL ::, o
. ..
FASCIA VI� �8 SMS � 24� �s COUPLER i:�i::': ii:�.;. 4� LL
6007 COUPLER �
6012 OC, AND 2- HB =� 6512 x . w
r.rr.
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8 SMS � 24" OC SMS � FA VERT �3 KORAD ILL � 9
a
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6009 SIOE) N o � • o p
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. PLACEMENT � �3 W ____ COUPLER
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(ONE EA SIDE) �w � i s
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COUPLER �� v�i 3 00 3
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VINYL b8 SMS � 24" o W I .] N VINYL OC, AN� 2- NB Y
�^ N OC, AND 2- �B r �w . KORAD KW �� '"� COUPLER SMS � EA VERT �
"' COUPLER SMS � EA VERT o y 3 m �` 6512 MULLION (ONE EA � o0
i rn v^ 6512 MULLION (ONE EA �o �+ � SIDE) � p •
„' � SIDE) "'� Y c"� o .
6027 U �
Y 6005 60D � 6005 60D 6005 6029 9077 � � �� .
6018 6029 fi016 6029 6018 i
'::•:�::� . .. . .
60�6 � � �
__------------------- - -- B NEW OR EX6TING FLOOR SYSiEM i
NEW Oft EXISTING F100R SYSTEAI 6006 SEE �EfAIL SHEEf 305-3 � � � .
60�6 5EE DETAIL SHEEf JOS-3 ' � ��.
� SECTION SECTION z SECTION � � N
� os os- '�8��E
os- � �^•-m�'$ �
O��Nm
LSR 3000 MULLION SPACING CHART ��1�'�
���so
Max. S acin Wind S eed m h Gust ��a ��
^ LL�_1
Mull. Hei ht (ft) 90 100 110 120 130 140 �tNOFMqss o�
7 96PD 96PD 96PD 96PD 96PD 72PD ��`�
8 96PD 96PD 96PD 96PD 72PD 65PD � GARY . �$
9 96PD 96PD 72PD 72PD 60PD 50WIN � o� �� �/E
10 96PD 72PD 72PD 60PD 50WIN 38WIN A90 T �` �►
11 72PD 72PD 56WIN 44WIN 38WIN 32WIN A A
12 72PD 60PD 44WIN 38WIN 32WIN �r
—��
Note: These max. PD & Window sizes are based on using S-E Hurricane Mullion.
�
� ' = o
N M
Y �� j 6107
G SOLID FILL BEIWEEN 6017 ' �
� MULLION AND WALL 6109
o MODIFY OR RIP MULLION vi
c� 6017 f5 NECESSARY SWEEP �
z
"' .f 1/4'-X 6" HEX HEAD, MIN L1TCH SCREEN Q w o
8008 2" INTO SOLID WOOD, � LL
ACTUAL FlLL + + + 6" FROM TOP, BOT, & � � o
PANEL MIN. 1" + + + + MID POIM (iYP) . 6103 ¢
OR EXPANSION ANCHORS w
MTO BRICK OR CONCREfE // �
6017
�8 x 2 1/2" iEK SCREWS,
8008 1' FROM TOP, BOT, & � MI�
� � POIN� OF WINDOW (TYP)
6108 6195 6625 m �
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O O d
� � � n
CONNECTION AT EXIST. STRUCTURE � w z o �
0
DETAIL � I " � �
os—
�
6108
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6017 Z J } �
�8 x 2 1/2" TEK SCREWS, m �
6108 7" FROM TOP, BOT, & � MID 6109 � � W � ` �
POINT OF WINDOW (TYP) 6017 " ¢ Q Z Q 'I
6195 fifi25 � � V � �
6101 � I
3" H—MULLION � I
0 0
a o Z
DETAIL 2 SECTION e N ¢
OS- J a o
�lINDOW ELEVATION 3 '�
mm
6108 �
�AODUTAR OPTION STANDARO OPTION a¢a' �
� b8 x 2 7/2' TEK SCREWS. 6104 6103 6104 ^g r m E
6017 1" FROA1 TOP, BOT, & � MID 6105 6108 ����b 8
POINT OF WINDOW (TYP) 6108 6008 - m w
8000 + + +
6195 6625 g008 8227 �NTER��R 6106 6017 a =�����
son OF
����$o
+ + + ��,�ZH hIqS,S9 �`�'m a��E
- t + + ACTUAL fILL o C ^ LL�
� 6108 } } PANEL MIN. 1� O� GARYJ. �
I �o e o DURBIN �
o� F-w
�e x s i/z° rEk scREws. � � � CIVIL
i° vROM TOP. eor. � � uio n , No. 15064 .�`
POINT OF WINDOW (T1'P) I� � e o ��
0 6795 fi625 9 9
�.t` U'/ST
�8 x 2 7/2' TEK SCREWS, SCREEN Ng x 2 �/2� TEK SCREWS, F ��
1" FROM TOP, BOT, & � MID EXTERIOR 1" FROIA TOP. BOT, & � MID /ONA �
NLL HEIGNT POINT OF WINDOW (lYP) POINT OF WINDOW (iYP) � /�
6016 CORNER ' 6195 6625 6195 fi625 �GIV� �
8001 SEC?ION
ti •�
CORNER MULLION " —���
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� �� �,zse��air,o.wcwe LSR3000TYPICALSTUDIO REV. DATE BY CAMMENT $HEET:
BEREA,OH 44017 0 02/23/04 WAC RELEASED FOR USE
PH:(440)23&9f00 FLOOR PLAN AND ELEVATION
�0• FAX:(440J 23&1812 30S-2
��(rl�� i0LL FREE(800J 8247988 DRAWN BY: WAC CHECI��8Y: KJR
.com - DAiE: 1213112�3
. EMAILjmcdUoysemfg SCALE. 114'-1'
ti
SCORE AND REMOVE EX. SIDING, . � .
MOUNT FLASHER CHANNEL ON � y m
. � - - SOLID PLYWOOD SHEETING 3" INTO
, � DIRECTLY INTO FRAMING SOLID WOOD
2�= FRAMING
EXST ROOF RAFiER .
y f EXPANDED CONCEAL NEW FLASHING
POLYSTYRENE AL SKIN, #3105 5205 UNDER EX. SIDING
CORE H254 iYP T&B . N
ADHESIVE #10 PHILLIPS HEAD 410 5204 � o
SST � 15" OC #8 SMS �6" OC � �
�f8 SMS � 24" OC � o .
� BRACKET(5) + + + + + + + + m o�w w
� (SEE TABLE) + + + + + + + + a �z Y + + "J'
ROOF PANEL � w o a c� ROOF PANEL � ,
} + + + + + + + + ww s + + +
HANG RAIL . `" � + +
+ + U
EXIST FASCIA, � � 48" " m Q ,
(SEE TABLE) EAVE � (SINGLE PANEL WIDTH) 5206 FOR FASTENER IYPE, SEE / 3
� PROJECTION STRUCTURALLY HANG RAIL ATTACHMENT
(sEE rne�E) noEounrE suaPORr, TYPICAL RO�F PANEL cHARr �e sMs � s� oc o
NOTES: (BY OTHERS) - EXIST �
� 1. THE NOTCHED PROJECTIONS (E.G. 2x6 N) GNEN IN THE TABLE ENCLOSURE STRUCTURE o �
BELOW, ARE FOR BEAMS WITH A 1" NOTCH. FOR BEAMS WITH A ,ir� D ETAIL � �
TO 1" NOTCH, L MAY BE WCREASED BY 4". FOR BEAMS WITH A 1" p^ _ �� _ p" OS- HANG RAIL AT EXISTING BUILDING � �
TO 1.5" NOTCH, DECREASE�L BY 5". DO NOT USE A NOTCH GREATER
THAN 1" FOR 30 AND 40 PSF PATIO LOADS. D ETAI L Z
Max. Allowable Eave Projection "L" (Inches) Z° - ,� _ o�� os-
Rafter Snow Load s
Size in 20 30 40 50 60 70
Zxa �.0 5.s a.s a.o a.o a.o NANG RAIL ATTACHMENT FOR STUDIO ROOF o J � �
2x6N 11.5 9.0 8.0 7.0 7.0 7.� � w o �
2x6 17.0 14.0 12.0 10.5 10.5 10.5 Live Load (ps� STUD WALL EXIST. EAVE MASORY BLOCK OR BRICK CONCRETE p �
2x8N 24.0 19.5 16.5 15.0 14.5 14.5 U
2 1/4" L a B o l t w/ (2) 1/4" La g Bolt w/ (2) 1/4" X 2" Lag Boltw/ 1/4" HILTI HIT HY20 1/4" HILTI KWIK- V W � o
2x8 30.0 24.5 21.0 18.5 1 8.0 1 8.0 � � 9
<= 30 3' min. embed 3' min. embed Lead Screw Anchor w/4" min. em be d B O L T I I w/2" m i n. � �
Snow Load s <=20 <=70
1@16"o.c. @16"o.c. @12"o.c. @16" o.c. embed @16" o.c.
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- M O
SIMPSON Framing Brackets A35 H9KT <=70 3" min. embed 3" min. embed Lead Screw Anchor HY20 w/4" min. BOLT II w/2" min. � �
Existing Facia 2x6 2x8 �
16" o.c. @16"o.c. @8"o.c. embed @16"o.c. embed @16" o.c. � o
� i
Roof Panel Span Chart � �
WIND SPEED MPH 3 SECONG GUST o �,
=120 =140
SNOW LOAD PSF g�m E
Thickness AI Skin EPS Densi Deadload ��"m� $
a n�'N E
ROOF TYPE inches inches Ibs s 20 30 40 50 60 70 80 ox���
z��o-•�.
0.024 1.5 1.1 14� _ 5�� ���_ ��� 9� _2�� ��_ 5�� 6�_2�� 5�_4�� 4�_ 8�� ����g�
3" Climatemaster 3 �� �
��,�(H�FMqs mma� E
3 3/4" Deluxe 3 3/4 0.024 1.5 1.2 15' -4" 13' - 1" 11'- 5" 9'- 10" 8'- 3" 7'- 1" 6�-Z° � "_'
1� S'90 , ^ o�
�
�
3 3/4" Ultimate 3 3/4 0.032 2.0 1.5 18' -0" 15' -4" �3'- 5" 12'-0" 11' - D" 9'- 5' 8'-4� � DURBIN m �w
' CIVIL $
3 3/4" Shin leable 3 3/4 0.032 1.5 2.8 19' - 11" 17' - 2" 15'-4" 13'- 10" 12'- S" 11' - 8" 10'- 10' o -+
No.15 .
6" Deluxe 6 0.024 1.5 1.5 18' - 11" 15'- 1" 13'- 1" 11'-9" 10'-9" 9'- 11" 8'- �0" 9 qF �p �E
O,<•�, G/ST �
6" Ultimate 6 0.032 2.0 1.9 22' -0" 20' - 3" 15'- 10" 14'-3" 13'- 0" 11' - 3" 9'- 11" SS�ON �6 �
6" Shin9leable 6 0.032 1.5 3.1 22� _��� 22�_ 0�� 20�_ ��� ���_$�� �5�_ ���� �4�_4" �3�_ ��� . �I�i �
l
SPAN: DISTANCE BETWEEN TWO SUPPORT POINT �
PER ICBOACCEPTANCECRITERIA
SAFETY FACTOR OF 2.5 FOR BENDING, 3.0 FOR SHEAR, V120 FOR DEFLECTION