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SEPTiC OTFiER FINAL BEFORE REBAR BEFORE SI:AB FRAME PLUMB BEFORE BEFORE BEFORE GONCRETB BEFORE BAGKFILL BEFOI�E BEFORE BEFORE INSUL. COVER BACKFILL CONCRETE �ONCRETE INSUL. I'NSUL. /68 /�,,.�� P.��it��"h1.4. o� L,C�'�r10� -�'�`�w( �`S St�ttS o .�- rt G"� d a��k.q 5 V.;�yl s:d�� 6u�k1.�4 t ��.�d ��G �r}w► ��sfot.l�tp� Gol� ��sw�' ptv��S+Bw �or �KAat.vsl�sr a�,.�.�� - �.`�;� �,�. 6�.:c�.�, Ma.S/u.,;- �R M��r v i s�6�. �G�i� d�^�� t/G�.�f �os��61� Z',�C. ��o(a��o+�5 q-r! ��:� l��+,� c�cc:� Gf) ��- e-,�:I h� e�I.�',r � 8 �g �� a �+GSne�5�� w,`l/ ��.�, o�G/' �o Godc ��r�t..� PASSED CONDIT.IONS AS NOTED REINSPECTION REQUIRED FAILED STOP WORK TNSPECTIflN DATE $f$,��/ INSPECTOR �- G� a�� h' �y' C.ITY OF SARATOGA SPRINGS o �, `�. - BUILDING DEPARTMENT `' PH.(518)587-3550 ac2511 FAX(518)580-9480 ��,.,p.•''� PAGE / QF / �� .� IN�PECTOR REPORT JOB�SITB:.I�G ' �� D�- PERMIT# FILE# ��f�'"` �. V . 4 FO.OTINGS FOUND. FOUND. FLOOft ROUGH ROUGH FNAC INSUL. SEPTIC OTHER FINAL BEFORE REBAR BHFORE Si.AB FRAME PLUMB BEFORE BEFORE BEFORE ,,.^ �i GONCRETE BEFORE BAGKF[LL BEFORE BEFORE BEFORE INSUL. COVER BAGKFILL �"` I CONCBETE CONCRETE INSUL. INSUL. fit7�! ��l��g 1f Fi f:�;��-i�J,1, b'� E J��'e f.Of -1"'/�;�✓j ,�5 SGl f,$ 0 ►+t� H G�J �N��K••t�!�'� i.,, ,�� p� . . .x:,� U',�S�� 3,',ot.',�a �u G6cl..'a a *�' o�.�+.�.l�d ;�: � -- � .�.�: 8 ��G �'f:►�,». „�,��o,.l�rpt �ol�{ w�+a�'�µ�' p��.�,an �»r 6�'��.�ira♦ • atj � , G�.s.G�tt.,�t.� Q' ��G� r.a �ri9 Na. d y•I��a•A �v ... , •" r�,n��- �aa��.P r v.'s!�a. `�l� �.�' .�Lr,Jz., ,�l�,rte.�� t`�t�5s;6�� :G�I�N�G J�`o�o�,0�5 . , . ,#r�. ��.'�, �.��r_ e,�c..`� C.�"� , � # � .. �e� � G-,��a,I � ��'�r 8'/�'�l4` .�� a re 5�!c vr5e. w� 11 �+r.t r��f� �ro�;l� /i4.f�v't'�.d+�t., f�'. PASS�ED CONDITIOMS A$NOTBD REIIYSPECTION REQUIRED FAILED STQP WORK_ INSFECTION DATE g I�,I 1! ' _ , INSPECTOR �. �,c�sP dl�'i►"". � , : . , , . � . . .. ` � . „ . : . . . : ,:, ._ ,. z .<�/. " ... ., .< . .. . .. �. .,.. ,,.�.. ,,..., �,..� ,. . . . , , . . � '' 8/13/2019 Zimbra Zimbra patrick.cogan@saratoga-springs.org 168 ]efferson - Siding and Trim From : Patrick Cogan <patrick.cogan@saratoga-springs.org> Thu, Aug 08, 2019 05:18 PM Subject : 168 Jefferson - Siding and Trim To : 120southb@nycap.rr.com Steve, Do you have a plan in place to fix the siding and exterior trim at 168 Jefferson? I've been getting complaints from residents, so I went by there today to take a look. It seems that the complaints have merit. Please let me know what the plan is to fix the exterior issues so I won't need to turn this over I, to Code Enforcement for property maintenance violations. ' Thanks, Patrick Cogan ' Assistant Building Inspector City of Saratoga Springs (518) 587-3550 x2491 https://m.saratoga-springs.org/h/printmessage?id=35155&tz=America/New_York&xim=1 1/1 8/13/2019 Zimbra Zimbra patrick.cogan@saratoga-springs.org Re: Touching base From : Patrick Cogan <patrick.cogan@saratoga-springs.org> Tue, Aug 13, 2019 09:05 AM Subject : Re: Touching base To : Pat Mac <patmac.assoc@snet.net> Pat, Sorry to have missed you on Friday. I meant to tell Katie to pull me out of that meeting when you arrived, but I never got a chance to talk to her. My fault. I did have a chance to stop by on Thursday last week to take a look at the ' , issues with the siding and trim. Certainly an improper installation that is leadin to the issues but I didn't see an thin g , y g that would pose any immediate problems beyond the obvious conditions. There is a moisture barrier continuous behind the siding and trim, so it should not cause any � problems with the wall as long as it is repaired in a reasonable time frame. I sent an e-mail to Steve Ethier requesting a plan for the repairs. If I. don't get a response this week I will send this issue to our Code Enforcement division for them to issue a violation. Let me know if you see any progress f rom your side. �� Thanks, . �i Patrick Cogan Assistant Building Inspector , City of Saratoga Springs � (518) 587-3550 x2491 I � ----- Original Message ----- � From: "Pat Mac" <patmac.assoc@snet.net> To: "Pat Cogan" <patrick.cogan@saratoga-springs.org> Sent: Friday, August 9, 2019 12:14:33 PM Subject: Touching base Hi Patrick, Sorry to have missed you earlier. I an around this afternoon if you have time. Thanks, � Pat MacMonagle 203-913-0392 , https://m.saratoga-springs.org/h/printmessage?id=35332&tz=America/New_York&xim=1 �/2 , . 6/18/2019 Zimbra Zimbra I�I� � kathleen.farone@saratoga-sprin s.or � 9 9 2020005 166-168 )efferson St Condos From :Tony Popolizio <tony.popolizio@saratoga-springs.org> Wed, Jun 12, 2019 11:16 AM Subject : 2020005 166-168 Jefferson St Condos ��1 attachment To : Kari Donohue <kari.donohue@saratoga-springs.org>, Kathleen Farone <kathleen.farone@saratoga- . springs.org>, Rose Stevens <rose.stevens@saratoga- springs.org>, Anna Plante <anna.plante@saratoga- springs.org> Cc : Margaret LoPresti <margaret.lopresti@saratoga- springs.org> See the attached new parcels for the 166-169 Jefferson St condos. Parcels 179.37-2-101 to 105 are located in the building aks 166 Jefferson St. Parcels 179.37-2-106 to 110 are located in the building aks 168 7efferson St. Also the tax map numbers that were issued by the County don't line up with the unit number. see below 166 Jefferson St 179.37-�1�-101 is Unit 3 • � 1 . - 2✓ 22,2- �,��.� � � -�.��. 1 z z, � � � � 0 3�7 - J 2 2. 1 d 168 Jefferson St 179.37-2-106 is Unit 4 179.37-2-107 is Unit 3 179.37-2-108 is Unit 5 179.37-2-109 is unit 2 179.37-2-110 is Unit 1 Tony Confidentiality/Privilege Notice: This e-mail communication and any files transmitted with it contain privileged and confidential information from the City of Saratoga Springs and are intended solely for the use of the individual(s) or entity to which it has been addressed. If you are not the intended recipient, you are hereby notified that any disclosure, copying, distribution, or taking any other action with respect to the contents of this message is strictly prohibited. If you have received this e-mail in error, https://m.saratoga-springs.org/h/printmessage?id=111245&tz=America/New_York&xim=1 ��2 , ; Drafting Change Form Date: 5/22/2019 ' � CIO Saratoga Springs�ID) Mapper. TAB �' 166-168 Jefferson Street Condominiums M2019076 179.37-1-22 split now 179.37-2-101 Condo, Decl. 179.37-2-102 new parcel , 2019009280 179,37-2-103 new parcel 2nd Amend. 179.37-2-104 new parcel 201901�780 179.37-2-105 new parcel ;� 179.37-2-106 new parcel � 179.37-2-107 new parcel � 179.37-2-108 new parcel 179.37-2-109 new parcel ' , 179.37-2-110 new parcel . j i i � i ; ; ; ; � i . i . � ; ; i j i i I � . � i SARATOGA COUNTY TAX MAP CHANGE FORM DATE: 5/22/19 SARATOGA COUNTY REAL PROPERTY ASSESSOR COPY SPLIT PARCEL OPTION ' CITY OF SARATOGA SPRINGS ID ORIGINAL PARCEL TD: 411501 179. 37-1.-22 NEW PARCEL ID"S PARCEL KEY CHANGE: 4115�1 179 . 37-2-1Q1 ACTIVE: A � � PARCEL CREATE- 4115d1 179 . 37-2-102 ACTIVE: A 411501 179 .37-2-103 ACTIVE: A 411501 179.37-2-104 ACTIVE: A 411501 179 . 37-2-105 ACTIVE: A 411501 179.37-2-106 ACTIVE: A 411501 179.37-2-107 ACTIVE: A 41150�. 179 .37-2-108 ACTIVE: A 411501 179 . 37-2-109 ACTIVE: A 411501 179.37-2-110 ACTIVE: A NOTES : COND�MINIUM NAME: 166-168 JEFFERSON STREET CONDOMINIUM PER FTLE MAP M2019076 CONDOMINIUM DECLARATION 2019009280 SECOND AMENDED AND RESTATED DECLARATION 2019011780 �'�.�SS D�L;i(� � ��L-`f , , SARATOGA COUNTY TAX MAP CHANGE FORM DATE: 5/22/19 SARATOGA COUNTY REAL PROPERTY _ FIELD CHANGE ASSESSOR COPY CITY OF SARATOGA SPRINGS ID CURRENT PARCEL ID: 411501 179 . 37-2-101 ACTIVE: A STREET SIDE: E LOCATION: JEFFERSON ST LOT: 3 � IRREGULAR LOT: I ACREAGE: . . 03 � SCHOOL: 411500 COORDINATE (E) : 0684756 {N) : 1542808 PRIOR ID: 179.37-1-22 BOOK PAGE REC DATE OWNERI OWNER2 02017 17101 06/05/2017 166 JEFFERSON STREET LLC , NOTES: ' ' WORKFORCE HOUSING UNIT (NOT A MARKET UNIT) . DID NOT SEE IN DECLARATION (2019009280) , OR SECOND AMENDMENT (2019011780) , OR FILE MAP M2019076 WHICH "GARAGE BAY" WILL BE ASSIGNED TO THIS CONDO UNIT. , .. , :, �-�.��._.�.� l ,. .� . � �i�/Ii cl'1� ,� �/Ls.-'�. �� .� ��j `� �•1L,� � rG-ti SARATOGA COUNTY TAX MAP CHANGE FORM I DATE: 5/22/19 SARATOGA COUNTY REAL PROPERTY ASSESSOR COPY PARCEL TR�iNSFER (RECORD A NEW DEED} CITY OF SAR.ATOGA SPRINGS ID PARCEL ID: 411501 179 .37-2-102 ACTIVE: A STREET SIDE: E LOCATION: JEFFERSON ST LOT: 4 IRREGULAR LOT: I ACREAGE: .03 SCHOOL: 411500 CO�RDINATE (E) : 0684778 (N) : 15428�4 PRIOR ID: 179 .37-1-22 BOOK FAGE REC DATE NEW OWNERI 02019 10948 04/23/2019 RBW CONSULTING LLC NOTES : t��s�� MARKET UNIT (NOT A WORKFORCE UNIT) . DEED 2019010948 STATES GARAGE BAY (STRIPED PARKING SPACE UNDER CARPORT PER M2d19076) NUMBER 4 HAS BEEN ASSIGNED TO THIS CONDO UNIT. `r , �j � � / / � yt/��/.>.� _) n'1.� ` �/"Zs/„/�.oe� . �'"� �Q �� (�r�� `�,�.�--��-�� ---- SARATOGA COUNTY TAX MAP CHANGE FORM I DATE: 5/22/19 SARATOGA COUNTY REAL PROPERTY ASSESSOR COPY PAR.CEL TRANSFER (RECORD A NEW DEED) CTTY OF SARATOGA SPRINGS ID PARCEL ID: 411501 179.37-2-103 ACTIVE: A STREET SIDE: E LOCATION: JEFFERSON ST LOT: 5 IRREGULAR LOT: I ACREAGE: . 03 SCHOOL: 411500 COORDINATE (E) : 0684800 (N) : 1.542810 PRIOR ID: 179.37-1-22. BOOK PAGE REC DATE NEW OWNERl 02�019 12292 05/07/2019 MCCARTHY KYLE A NOTES: WORKFORCE HOUSING UNIT, {NOT A MARKET UNIT) . DEED 2019412292 STATES GARAGE BAY (STRIPED PARKING SPACE UNDER CARPORT PER M2019076) NUMBER 5 HAS BEEN ASSIGNED TO THIS CONDO UNIT. �f.� ��J � ��J � ��'•'t�a.ci"''` ...� (:''!�``` ��[ �t.%i�._� . ��•�✓�`"� p � �o � i;� �� .�� .1�} ✓.,/ � `1 ...�s SARATOGA COUNTY TAX MAP CHANGE FORM DATE: 5/22/19 SARATOGA COUNTY REAL PROPERTY � FIELD CHANGE ASSESSOR COPY . I CITY OF SARATOGA SPRINGS ID CURRENT PRRCEL ID: �411501 179.37-2-104 ACTIVE: A STREET STDE: E I�� LOCATION: JEFFERSON ST ', LOT: 2 I IRREGULAR LOT: I ACREAGE: . 03 SCHOOL: 411500 CQORDINATE (E) : 0684805 (N} : 1542791 PRIOR ID: 179 .37-1-22 BOOK PAGE REC DATE OWNERI OWNER2 02017 17101 06/05/2017 166 JEFFERSON STREET LLC f NOTES: WORKFORCE HOUSING UNIT (NOT A MARK�T UNIT) . DID NOT SEE IN DECLARATION (20190Q9280) , OR SECOND AMENDMENT (20I9011780} , OR FILE MAP M2019076 WHICH "GARAGE BAY" WILL BE ASSIGNED TO THIS CONDO UNIT. (f� . ' � f�r � �" � ; /�� q///-��// � �� . � � � '�`�`� ' ��i ��/T�� "�✓'V�,1�1 Y.es SARATOGA COUNTY TAX MAP CHIINGE FORM DATE: 5/22/19 SARATOGA COUNTY REAL PROPERTY FIELD CHANGE ASSESSOR COPY CITY OF SARATOGA SPRINGS ID CURRENT PARCEL ID: 411541 179.37-2-105 ACTIVE: A STREET SIDE: E LOCATION: JEFFERSON ST LOT: 1 IRREGULAR LOT: I ACREAGE: . 03 SCHOOL: 411500 COORDINATE (E) : 0684759 (N} : 1542786 PRIOR ID: 179.37-1-22 ', BOOK PAGE REC DATE OWNERI OWNER2 ', 02017 17101 06/05/20I7 166 JEFFERSON STREET LLC I� NOTES : • WORKFORCE HOUSING UNIT (NOT A MARKET UNIT) . DID NOT SEE IN DECLARATION (2019009280} , OR SECOND AMENDMENT (2019011780) , OR FILE MAP M2019076 WHICH "GARAGE BAY" WILL BE ASSIGNED TO THIS CONDO UNIT. � �.-�e.t� ��-�'"�5 , • �,,�:r`-.. T/�k l � � • /��-�� .__ �� .��} SARATOGA COUNTY TAX MAP CHANGE FORM DATE: 5/22/19 SARATOGA COUNTY REAL PROPERTY FIELD CHANGE ASSESSOR COPY CITY OF SARATOGA SPRINGS ID CURRENT PARC�L ID: 411501 179.37-2-106 ACTIVE: A STREET SIDE: E LOCATION: JEFFERSON ST � LOT: 4 -- i� IRREGULAR LOT: I ACREAGE: . 03 SCHOOL: 411500 , I� COORDINATE (E} : 0684889 (N) : 1542818 i PRIOR ID: 179 . 37-1-22 BOOK PAGE REC DATE OWNERI �WNER2 02017 17101 06/05/2017 166 JEFFERSON STREET LLC NOTES : MARKET UNIT (NOT A WORKFORCE HOUSING UNIT) . DID NOT SEE IN DECLARATION (2019009280) , OR SECOND AMENDMENT (2019d11780} , OR FILE MAP M2019076 WHICH "GARAGE BAY" WILL BE ASSIGNED TO THTS CONDO UNIT. p / �,(.�,1.��'` � �``�� (�� . � �� l b � / t� '"L..�C/�-(/Y• �/Y.�C� � ;/t'�� .�._� � SARATOGA COUNTY TAX MAP CHANGE FORM � DATE: 5/22/19 SARATOGA COUNTY REAL PROPERTY i ASSESSOR COPY PARCEL TRANSFER (RECORD A NEW DEED) CITY OF SAR.ATOGA SPRINGS ID PARCEL ID: 411501 179.37-2-107 ACTIVE: A STREET SIDE: E LOCATION: JEFFERSON ST LOT: 3 IRREGULAR LOT: T ACREAGE: .04 SCHOOL: 411500 I COORDINATE (E) : 0684908 (N) : 1542817 ! , PRIOR ID: 179 .37-1-22 BOOK PAGE REC DATE NEW OWNERI 02019 10947 04/23/2019 KAUFMAN CARRIE W NOTES : Vt�o��.�'"(� MARKET UNIT (NOT A WORKFORCE�UNIT) . DEED 2019010947 STATES GARAGE BAY {STRIPED PARKING SPACE UNDER CARPORT PER M2019076) NUMBER 8 HAS BEEN ASSIGNED TO THIS CONDO UNIT. % �(,� c.4-.�,.C' �y- - `� / ,I �;;:7� � {�-,�.C,`�- �'�'��- �`' / • ,j �(,,;'f-�(..�,,�Sir� � t � � , �� J r��w� � , . SARATOGA COUNTY TAX MAP CHANGE FORM � � DATE: 5�/22/19 SARATOGA COUNTY REAL PROPERTY FIELD CHANGE ASSESSOR COPY CITY OF SARATOGA SPRINGS ID CURREN'i' PARCEL ID: 411501 179 .37-2-108 ACTTVE: A STREET SIDE: E LOCATION: JEFFERSON ST LOT: 5 IRREGULAR LOT: I ACREAGE: .02 SCHOOL: 41150� COORDINATE (E) : 0684926 (N) : 1542828 PRIOR ID: 179.37-1-22 BDOK PAGE REC DATE OWNERI OWNER2 02017 17101 06/05/2017 166 JEFFERSON STREET LLC NOTES : MARKET UNIT {NOT A WORKFORCE HOUSING UNIT) . DID NOT SEE IN DECLARATTON (2019009280) , OR SECOND AMENDMENT {2019011780) , OR FILE MAP M2019076 WHICH "GARAGE BAY" WILL BE ASSIGNED TO THIS CONDO UNIT. �J� C �'�'`� �-�^ �� f�r' � ��-- ` � � l �ifiyw -) �rt.,�� 2 t� ��'��` � . SARATOGA COUNTY TAX MAP CHANGE FORM - DATE: 5/22/19 SARATOGA COUNTY REAL PROPERTY ASSESSOR COPY � . PARCEL TRANSFER (RECORD A NEW DEED) � CITY OF SARATOGA SPRINGS ID PARCEL ID: 411501 179.37-2-109 ACTIVE: A STREET SIDE: E LOCATION: JEFFERSON ST LOT: 2 IRREGULAR LOT: I ACREAGE: . 02 SCHOOL: 411500 COORDINATE (E) : 0684930 (N) :. 1542801 PRIOR ID: 179.37-1-22 II BOOK PAGE REC DATE NEW OWNERI 02019 12109 05/06/2019 HUGHES DAVSD C NOTES: ,�-�'�,S.Sr�i� MARKET UNIT (NUT A WORKFORCE�UNIT) . DEED 2019012109 STATES GARAGE BAY (STRIPED PARKING SPACE UNDER CARPORT PER .M2019076) NUMBER 7 HAS BEEN ASSIGNED TO THIS CONDO UNIT. ,. ��„�.r�-G:�>C-> / v` ��_Z.-'�,�_,'� � � , (.�..�'71. �;�.,��. �=`� ( �u� w6 � ��1,�� . � SARATOGA COUNTY TAX MAP C�IANGE FORM i DATE: 5/22/19 SARAT4GA COUNTY REAL PROPERTY FIELD CHANGE ASSESSOR COPY CITY OF SAR.ATOGA SPRINGS ID CURRENT PARCEL ID: 411501 1.79 . 37-2-110 ACTIVE: A STREET SIDE: E LOCATION: JEFFERSON ST LOT: 1 IRREGULAR LOT: I ACREAGE: . 02 SCHOOL: 411500 COORDINATE (E) : 0684888 (N) : 1542795 PRIOR ID: .179 .37-1-22 BOOK PAGE REC DATE OWNERI OWNER2 02017 17101 06/05/2017 166 JEFFERSON STREET LLC NOTES: WORKFORCE HOUSING UNIT (NOT A MARKET UNIT) . DID NOT SEE IN DECLARATION (2019009280) , OR SECOND AMENDMENT (2019011780) , OR FILE MAP M2019076 WHICH "GARAGE BAY" WILL BE ASSIGNED TO THIS CONDO UNIT. �,- x��,..,L/t�S"""L�C��^ �G•c-��-�C_-"--� ` -� �-��, � � � '� � . , � �,��-� j �� r r .. �S.F/`,i� � . �� s ��, a� .� � : � CERTIFICATE OF OCCUPAI�CY ;,., � � � �. �� CITY OF SARATOGA SPRINGS, NEW YORK �. � � �! ,� «� =��.� .� � �.,> 1 Sur;Rs:e •,��E'f}�2At�� + Certificate of Occupancy No. 20180928 Date Issued: 07/26/2018 Application No. 20180679 Building Permit No. 20150175 Owner 166 JEFFERSON ST, LLC Address 168 JEFFERSON STREET - UNIT 1 Tax Map I.D. Number 179.37-1-22.6 (assumed� This is to certify that the ONE FAMILYDWELLING ATTACHED named above is in compliance with applicable codes, ordinances and approvals and is ready for occupancy as a SINGLE FAMILY TOWNHOUSE - ORIG PERMIT# 20150175 3/S/1 S The following items are conditions on issuance of the certificate: Subject to and contingent upon acceptance of as-built site plan by City Engineer. This townhouse/condominium unit is designated as a workforce housing unit as per the Agreement between the City and the Owner dated 6/19/18 as shall be included in the terms of an amended and restated declaration of covenants and restrictions. The issuance of this Certificate of Occupancy is conditioned upon compliance with such agreement,covenants,and restrictions and shall be rescinded and revoked upon non-compliance with such agreement,covenants,and restrictions. Issuance of this Certificate of Occupancy is expressly conditioned upon continued designation as a workforce housing unit and compliance with such agreement,covenants,and restrictions. This Certificate of Occupancy is subject to rescission and revocation in the event of any cessation of such designation or failure of such compliance. Assistant Building Inspector *.'�'�` t}�� x�� '� �� t CERTIFICATE OF OCCUPANCY � � , �� . � � ��" ` �.. �� g � CITY OF SARATOGA SPRINGS NEW YORK � �,r�� .� ' ��h'�'ORATE� �� Certificate of Occupancy No. 20180919 Date Issued: 07/26/2018 Application No. 20180680 Building Permit No. 20150175 , Owner 166 JEFFERSON ST, LLC Address 168 JEFFERSON STREET - UNIT 2 Tax Map I.D. Number 179.37-1-22.7 (assumed� This is to certify that the ONE FAMILYDWELLING ATTACHED named above is in compliance with applicable codes, ordinances and approvals and is ready for occupancy as a SINGLE FAMILY TOWNHOUSE - ORIG PERMIT# 20150175 3/S/1 S The following items are conditions on issuance of the certificate: Subject to acceptance of as-built site plan by City Engineer Unit 2 designated as market rate unit Assistant Building Inspector �� S'�,�� - ._� �. �� CERTIFICATE OF OCCUPANCY � � � � � CITY OF SARATOGA SPRINGS, NEW YORK � �r ��. �. � � ��'OR�T6� 1`��'�. Certificate of Occupancy No. 20180920 Date Issued: 07/26/2018 Application No. 20180681 Building Permit No. 20150175 Owner 166 JEFFERSON ST, LLC - Address 168 JEFFERSON STREET - UNIT 3 Tax Map I.D. Number 179.37-1-22.8 (assumed� This is to certify that the ONE FAMILYDWELLING ATTACHED named above is in compliance with applicable codes, o�dinances and approvals and is ready for occupancy as a SINGLE FAMILY TOWNHOUSE - ORIG PERMIT# 20150175 3/S/1 S The following items are conditions on issuance of the certificate: Subject to acceptance of as-built site plan by City Engineer Unit 3 designated as market rate unit Assistant Building Inspector ��`��,� f}�� ,�'� � � :��= l � `�� CERTIFICATE OF OCCUPANCY ' � � ' A � `� CITY OF SARATOGA SPRINGS, NEW YORK � � � �_ � � �°�- ��:�,�� -� . �'� � ��`'°��,�� ,�'`�. Certificate of Occupancy No. 20180921 Date Issued: 07/26/2018 Application No. 20180682 Building Permit No. 20150175 Owner 166 JEFFERSON ST, LLC � Address 168 JEFFERSON STREET - UNIT 4 Tax Map I.D. Number 179.37-1-22.9 (assumed� This is to certify that the ONE FAMILYDWELLING ATTACHED named above is in compliance with applicable codes, ordinances and approvals and is ready for occupancy as a SINGLE FAMILY TOWNHOUSE - ORIG PERMIT# 20150175 3/S/I S The following items are conditions on issuance of the certificate: Subject to acceptance of as-built site plan by City Engineer Unit 4 designated as marl�et rate unit Assistant Building Inspector �+}'4�� -A c,` �° .� a { �._� :: `�� CERTIFICATE OF OCCUPANCY � � � `� � µ � � CITY OF SARATOGA SPRINGS NEW YORK "w. �"� ��` ,� � ��°�'�c�� `��`� . Certificate of Occupancy No. 20180922 Date Issued: 07/26/2018 Application No. 20180683 Building Permit No. 20150175 Owner 166 JEFFERSON ST, LLC Address 168 JEFFERSON STREET - UNIT 5 Tax Map I.D. Number 179.3 7-1-22:10 (assumed� This is to certify that the ONE FAMILYDWELLING ATTACHED named above is in compliance with applicable codes, ordinances and approvals and is ready for occupancy as a SINGLE FAMILY TOWNHOUSE - ORIG PERMIT# 20150175 3/S/1 S � The following items are conditions on issuance of the certificate: Subject to acceptance of as-built site plan by City Engineer Unit 5 designated as market rate unit Assistant Building Inspector , � • �„� /G� �e��so�- st. G•;�- � 2.3N/3- Z � r . � Q �, SETTLEMENT AGREElVIENT This Agreernent made the�day of June,2018 by and between STEPHEN P.ETHIER, EAST S,IDE GROUP,LLC,285 JEFFERSOIV LLC and 166 JEFFERSON STREET � LLC,all of 1Q East Harrison St�eet, Saratoga Springs,New York(hereinafter sornetimes referred to callectively as"ETHIER").a�d the CITY OF'SARATQGA SPRINGS (hereinafter the"City"). WH.EREAS,285 Jefferson LI,C is the sponsor of a:condominium known as 287 Jefferson Condorniniuin, and WHEREAS, 166 JefferSon Street LLC is the sponsor of a ten (10)unit condorriinium irnow as 166-1�68 Jefferso�Street Condorninium for which an offering plan.has been submitted to the New York.State Attorney General but.not yet accepted for filing;and WHEREAS,East Side Group,LLG is the sales agent for 285 Jefferson LLC and 16fi. Jefferson Street LLC; and WHEREAS,Stiephen P:Ethier is a principal of'all of tlie aforeinentioned LLCs; and _ : WHEREAS,30%0 of the units located at the 287 Jefferson Condornini:um were to be designated as Workforce Housing Units pursuan.t to an Amended and Restated Declaration of Covenants and Restriction5 dated the S�'day of February, 2046 and recorded in the Saratoga County Glerk's Office on February 1`6;2006 as Instrument No. 2006Q4026'08;.and WHEREAS,Units l &2 in tli.e building at 287 Jefferson Street and Unit 20 in the building 289 Jefferson Street have been sald as Workforce Housing Units;and ' WHEREAS, Unit 16,.18,and 19 at 287 Jefferson Street.remain unsold as Workforce ' Housing Units; and ' yVHEREAS,the City has charged East Side-Crroup, LLC with a violation of the provisions of the iSai�atoga Spririgs City Code as more particularly set forth in the ' appearance ticket and supporring deposition:annexed herefo as Exhibit"A";. WHEREAS, 166-168 7effersou Street Condominiwn is also subject ta an Ariiended and ; Restated Workforce Housing Declaration dated 8`�day of February,2�06 andrecorded in � the Saratqga County Clerk's Office on Febivary 16, 2006 as Instrument No; 200600026Q7 requiring that three(3)of tlie ten(10)units located in said.condoniinium. : are to b.e set'aside as Workforce Housing Units;and ' WHEREA$, Bthier has.off.ered:and the City has aecepted'a set=aside of five(5)units:.in ' the.166-16$:Jeff.erson Street Condominium as Work.force Housing Units; �: NOW TI3EREFORE,it is hereby agreed as folloius: , l. Five(5)units:at 16b-168 Jefferson Street Condominium shall be set aside a,s War�sfozce Hous�ng Uiuts. The saud uriits are 1,Z, 3 and 5 in the building knawn as �._ ,� � g � ' � . �: , 166 Jet��rst�n St�et and'unit 1 in the b�a�i�din��c��°n�s 168�ef�er�on St�t. L7��ts;1,2 " anc13.�t 166 Jefferson�treet shall be sc�Id based upon 8t}°1n af th+e Area NIedian Income and LTnit 5 at 16�5 J'eff`erson"tre�t ant�Unit� at 168 J�£�°saan Street sb.�ll b�scald b�sed upon 100°!0 of Are�Median Tn�rne. � ' � _ ,. �. . Three(3)units at��-2�13e�a��r Str�t Cc�ndamu�ium shall be rem�i� . . . "W'c�rl�f�rce Hc�usizag Units. The sa�ci units� `16, 18 aad 1�a�t�89 3�ff'ersan Street, Sara#oga�prin�s,N'�ww'Y'ock. 3. Ethi�r agr�e�f�amer��the C7f�"ering Plan f�r 285 7e�Fer�an LLC t� � de�ignate the cr�rre�t Workf'o�e�Io�sin�t3n�it�, � 4, AII a�th��c�'VVor�f'orce�ausing C.�nits sh�l��sc�ld fc��r own+�r ' oc�upa�cy o�.y. , 5. Th�i�A� �emen�t��rn�de betwc�.t�� arti�s in fi�.l resc�luti f. " . $� � vn c� ttxe aforem�nntion�d w�i.olat�crn, , � 6� �i�hrn��admittin,��r de�.yi��th��l��i�rns cont�.iza�:;ua,�ki�vi+��t��x�, , Ethier ap�rees ta pa.y��ne a�$2,500.�0. � ' � �AST SI +DUP L � 28:��'FE�tI� �LC ` �'�"�'�s� '�h'��+1�' $y: STEP N P,ET�IER. �3 . S �: �',�'I`��R 1bG JL � TREET LI�� '�� , t ' �'"t�A�� y: ��►�, �.a��c�� y:�`s�r��v .��tat��, r . � fi$E t;ITY UF SARATt�GA S�'itIlYGS By: MEG' "{'' ' X,Mayor � ,.N„..�.,��,�� . ��w��, . �� .. . } � � . DREA SC ES D �� Design with a new point of view. ApR 3 Q � • ey 2�18 Apri125,2018 Patrick Cogan,Assistant Building Inspector City of Saratoga Springs Building Department City Hall Saratoga Springs,N.Y. 12866 Re: 2 hr. Fire Wall Penetrations 168 Jefferson Street Saratoga Springs,N.Y. 12866 Dear Patrick, This letter serves as a follow-up to out discussions regaxding concerns identified during your framing inspection of the above referenced project this past fall pertauiuig to the penetrations of the 2.Ohr. Fire Resistance Rated Fire Wall made in the field. I Please note that all penetrations were brought into compliance with Secrion 714.3.1 of the ' International Building Code. All penetrarions were of steel, copper or were retrofitted with feYYos material. The annular spaces were filled with material sufficient to meet the requirements of this section. If you should have any questions regarding this infoxmation, please do not hesitate to give me a call at the office at (518) 581-8079. Robert L. Flansburg,P.E. _-;�,:�,.;;,. . �� R�� . R t t "Js„ � 0�2 �0 ° ��, ",.�.,:�. ��. Robert L.Flansburg • 6 Meghan Court • Saratoga Springs,NY I 2866 • 518.581.8079 Phone/Fax FILE# ��% ` s�� City of Saratoga Springs � � ,. ��4f`� .�� BUILDING DEPARTMENT CITY HALL-474 BROADWAY SARATOGA SPRINGS, NY 12866 PHONE 518-587-3550 ExT. 2511 F�vc 518-580-9480 CERTIFICATION OF PLACEMENT OF ICE AND WATER PROTECTION (BARRIER) JOB SITE ADDRESS '�O �i1��'11 �� • BUILDING PERMIT# �Ut �C��O� DATE ISSUED I, � �ca�� c�Mc�.��, being duly sworn, depose and stat�: OWNER OR CONTRACTOR—PRINT NAME I hereby certify to the City of Saratoga Springs, that as required by the Residential Code of New York State (section R905.1.2) or the Building Code of New York State (section B1507.2.8.2), an approved underlayment(typically at least two layers cemented together or of a self-adhering polymer modified bitumne sheet) has been placed extending from the eave's edge to a point at least 24 inches (610 mm) inside the exterior wall line of this subject building, in accordance with applicable code(s) and/or as specified by the licensed professional responsible for the building plans. Note that typically 2 rows @ 3ft are the minimum requirement. Roofing materials installed per manufacturer's instructions. �� SIGNATURE OF OWNER OR CONTRACTOR ��r� -c8 DATE�F SiGNATURE Sworn to before me this�Day of � "�� 20� r County CI or No ary Public , Rachel A Petryna Notary Public State of New�Yorlt� � _:No..OtPE6t07354 . Revised 2/2018 Qualified In Sarato�'a County.. Commission Expires Nfarch�29;202p � �,s, °�►-�-�--��-=------------------�----��-�--------------------.._.._.._.._.._..----------��-------------------�---._.._.._..--------------._.._..--------------�-��-�-----------.._.._..-------.._.._.._..--�-�---._.._.._.._ ; - � ; � . ; � r ; � � � � �'"`�� , � BUILDING PERMIT , ,,;��' � . � '�,� � , ; � � '"+�,; � 'r TO CONSTRUCT � ! � � � �` ,�� ,r '. ', � � � �� ,�3 � PERMIT EXTENSION-COMMERCIAL ; ', � �'� � ��.�£ � , ; , , ; � g �� Permit Number: 20180363 ; I i �C �'pf3RATE� �� i I i � . I i i , � Date: Apri16, 2018 - � ; , � � � � I ; Permission is hereby granted to 'the below owner or contractor for construction in accordance to application ; . � 20150040 together with plans and specifications hereto filed and approved and in compliance with the provisions � � of the Codes of City of Saratoga Springs,New York. i ; � ; � � � � Permit Issue Date: 04/06/2018 Permit Expiration Date: 10/03/2018 ; ; � ; � ; � � � ; LOCATION PERMIT CLASSIFICATION � '• Sect/Block/Lot: 17937-1-22 Permit Type: B BUILDING ! ; Street: 166 JEFFERSON ST Wark Type: B007 PERMIT EXTENSION-COMMERCIAL '; �� '• Zoning District:UR-4 URBAN RESIDENTIAL-4 Prop Usage: R-2 RESIDENTIAL-PERMANENT ! ; Occupy Class: R ; � Const.Class: VB ! ; � ; � ; OWNER CONTRACTOR ; � 166 JEFFERSON ST,LLC SHAWN FALLOVA CONSTRUCTION ? ; 10 E HARRISON ST 247 GUY PARK AVE ; - � 518-542-7269 i ; � � ; � � � '; APPLICANT ' " ; 166 JEFFERSON ST,LLC � �, � 10 E HARRISON ST '• � � ; � � Total Value of Work: 518000 ' ; Total Square Feet:6588 � � Number of Dwelling Units: 5 ' ; Number of Bedrooms: 10 � , i ; . ; Application Date:O1/29/2015 Permit Issued By:JB Permit Fee: 110.00 ; ; � .. ; Scope of Work: NEW FIyE UNIT TOWNHOUSE- 168 JEFFERSON STEET,NEW FIVE LJNIT TOWNHOUSE- 166 JEFFERSON ; � STREET '• . . ; � � Comments/Conditions: ' . , ; � ; 168 JEFFERSON ST � , ; � ; � ; i � � ; � ; i � , � � � ; � � � � i Zoning and ildin chnician � ; � �----------.._..--------._.._.._.._.._.._.._.._.._..-�--------------------.._..-------------------------.._..-----------._.._..-------------�-��------------- -�--------�-��--------._.._..-----------------------------.� �a,{�'°`� Sti City of Saratoga Springs U, r� t�,� �r<,. �, ^ � �" BUILDING DEPARTMENT � � `�'�� < O . -,��,r CITY HALL-474 BROADWAY-SARATOGA SPRINGS, NY 12866 �� ( � �` PHONE 518-587-3550 x 2511 FAx 518-580-9480 � � a�Ya�x,rs `'' � KATHLEEN.FARONE@SARATOGA-SPRINGS.ORG APPLICATION FOR BUILDING PERMIT EXTENSION � 1. APPLICATION MUST BE FILLED OUT COMPLETELY INCLUDING ALL REQUIRED SIGNATURES.EXTENSION MUST BE APPLIED FOR BEFORE PERMIT EXPIRES. 2. Insurance requirements: For general contractors acting in the capacity of a general contractor:a Certificate of Insurance on an ACCORD form with Commercial General Liability Insurance of One Million Dollars($1,000,000) per occurrence aggregate naming ;, the City of Saratoga Springs as an Additional Insured and Certificate Holder. For homeowners acting as general contractor: see Homeowners Insurance Requirements. All Applicants must provide proof of NYS Statutory Workers Compensation (form C105.2)and Disability Insurance(form DB120.1) or a waiver of same as determined by the NYS Workers Compensation Board. (Homeowners—form BP-1; Contractors—form CE- 200) 3. THE PERMIT EXTENSION FEE OF�55(RESIDENTIAL) R$11 O(COMMERCIAL)(CH K MADE PAYABLE TO COMMISSIONER OF FINANCE�MUST ACCOMPANY APPLICATION. PERMIT EXTENSIONS ARE G R��ANTHS ONLY. A PERMIT CANNOT BE EXTENDED MORE THAN 4 TIMES " HOLD HARMLESS: THE INDIVIDUAL FILING THIS APPLICATION, TO THE FULLEST EXTENT PROVIDED BY LAW, SHALL INDEMNIFY AND SAVE HARMLESS THE CITY OF SARATOGA SPRINGS, ITS AGENTS AND EMPLOYEES (HEREINAFTER REFERRED TO AS"CITY"), . FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSE (INCLUDING, BUT NOT LIMITED TO, ATTORNEYS' �. FEES), ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF THE WORK COVERED BY THIS BUILDING PERMIT APPLICATION, SUSTAINED BY ANY PERSON OR PERSONS, PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR . EXPENSE IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE, OR DEATH, OR TO INJURY TO � ION OF PROPERTY CAUSED BY THE TORTIOUS ACT OR NEGLIGENT ACT OR OMISSION OF APPLICANT, IT CONTR�TOR OR EMPLOYEES OR ANYONE FOR WHOM THE CONTRACTOR IS LEGALLY LIABLE OR SUBCONTRACTO S. �J,T'� INITIAL ._ - ADDRESS , lP g ,;�"�j'�(�� PROPERTY TAX ID# 1�"� o � /' I� �G-2 ,, ORIGNAL PERMIT# �O��O I� � DATE ISSUED 3 / �� I� PROPERTY OWNER INFORMATION CID# (��d- OWNER'S NAME ��` � LL� PHONE �p " T��"DW l ADDRESS �� . �WSRSCI(� �C. EMA � �.�caR S�v�s. 11� �2$�(0 _ C, C;�,:� OWNER'S SIG ATURE �y�� MQ,yv�(g.Q,� ATE u CONTRACTOR INFORMATION CID# ��i.�j� COMPANY NAME�0�1�„X� W1`l�� R�.� PHONE SI�'�Z'��pq ADDRESS 1� PCt� �l�C.. E �7�Y'J1�1�a►`�tTQ.C:.�'Q��O►!1\�.CI�� , P�RS�.�rn i��2 l2C�la _�•e��- � � CONTRACTOR'S SIGNATURE ATE FOR�STAFF USE ON Y [�� "� ` �� `� �� r � �-� �� "� � ; �� k� � �,� � � FILE#� �� i a��`—T��'�`� DATE/TIME APPLIED s____�f}�� `'��,=RECEIVED BY ''_*�. �� Vr�� ,��„ � ,�-� �,` � a.,., p �� ...�;. r,�* � 5� _ `" _ �!�- _ 'x '' �, � �, �z. ,s�» - �� . .. ` ,� {� �� :�� x��;� �, APPLICATION#��t � �- �� PERMIT#��t��0�� .''�. � - � ,,� DATEISSUED'�`'� j'� � `7�- d i � �',�, �_YGv k t� �ng -r S`�t .a t�13.�,.: .. ,�' e`- i� 2' � � vk. � VG r 1 �,�'r�`,� `� �{„ ,� r . . �r,�.�„; � �:;a �:..� F .� 1 `� � ��rr i '''a� '° n,-� � �r . ��a�'�., }� °,sr � r 9i�'I� - '�-b�r "r reE� - ,ta�r.f��'�,+� �t'" �dd;W��F �p , � ,� ��+>r�'M.};J '�,�. ,p� idx A .. �` ,bi ,k-.�:, 4� �. h� i '�'; k �; y . e t� , -�r .. . � e "s r�I .w et-� �� ` � o n �: *. � � -, y k� ' � �«, "t=x e� �T s��«. �8°-��'�.�Pap v -._ T�ry�"-v c�— . s �`•. mm '�`'� '. ��,g#'. ' �T��.dMrv.`9 �,.,.n,.+',��..;�.�,+µ'" ry fl ��. '.. . . .'._.. --•" ,,,t r�4�t w .,� Pf11D.�� '' ,��'.�"°�°�INSURANCE �`�� r�� ,5t� ` �� t�� i �=4� ' ,:��",e'"` i 4��n„� �, :�� ; _ . .� . ,��w� `' � .�� .r a �. � i ��ar� r, s ,�i,s � � `�.- �.,ti.s .�,..��r . a.. �.�..i �� ' � '�.:��"�,�: RevisEo 2-6-2018 ,� �� Ly'°`�a 5�,. City of Saratoga Springs ,�� :,. " � '' �` BUILDING DEPARTMENT �� ''� ' �` CITY HALL-474 BROADWAY-SARATOGA SPRINGS, NY 12866 a t�' � "`��A�-'U�h PHo►vE 518-587-3550 ExT 2511 F/aX 518-580-9480 I KATHLEEN.FARONE@SARATOGA-SPRINGS.ORG � APPLICATION FOR CHANGE OF CONTRACTOR OR OWNER 1. APPLICATION MUST BE FILLED OUT COMPLETELY INCLUDING ALL SIGNATURES. Insurance Requirements:For general contractors acting in the capacity of a general contractor:a Certificate of Insurance on an ACCORD form with Commercial General Liability Insurance of One Million Dollars($1,000,000)per occurrence aggregate naming the City of Saratoga Springs as an Additional Insured and Certificate Holder. For homeowners acting as General Contractor in the project,see Homeowners Insurance Requirements All Applicants must provide proof of NYS Statutory Workers Compensation and Disability Insurance or a waiver of same as determined by the NYS Workers Compensation Board.(Homeowner—form BP-1;Contractor—form CE-200) HOLD HARMLESS: THE INDIVIDUAL FILING THIS APPLICATION,TO THE FULLEST EXTENT PROVIDED BY LAW,SHALL INDEMNIFY AND SAVE HARMLESS THE CITY OF SARATOGA SPRINGS, ITS AGENTS AND EMPLOYEES(HEREINAFTER REFERRED TO AS��CITY"), FROM AND AGAINST ALL CLAIMS, DAMAGES,LOSSES AND EXPENSE(INCLUDING, BUT NOT LIMITED TO, ATTORNEYS� FEES�, ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF THE WORK COVERED BY THIS BUILDING PERMIT APPLICATION, SUSTAINED BY ANY PERSON OR PERSONS,PROVIDED THAT ANY SUCH CLAIM,DAMAGE,LOSS OR EXPENSE IS ATTR �ftBt�TO'BODiL�`-I RY,SICKNESS,DISEASE, OR DEATH,OR TO INJURY TO OR DESTRUCTION OF PROPERTY CAUSED BY THE TORTIOUS ACT OR NEGLIG ACT OR OMISSION OF APPLIC T,ITS CONTRACTOR OR ITS EMPLOYEES OR ANYONE FOR WHOM THE CONTRACTOR IS LEGALLY LIABLE OR SUBCONTRACTOR . INITIAL .r Location Information j�8 J �� ,U��j0 � 1� ✓ Permit Issued Date 3)5f�5 3�'z O j Permit# 2v I�i Oa I G - j(P(o �P f�ySO}-� cj �� JOB SITE ADDRESS TAx MAP ID# PROPERTY OWNER INFORMATION CID# WNER�S NAME I�(Z �1e �� PHONE �! p v �� /� �� DDRESS 1� G� �QC�aC►� J�'. EMA .So.�.�t�A .�`�.`�c�it� �� lZ�icln � � � OWNER'S SI ATURE �C`.t.�� {�� D T APPLICANT INFORMATION�^ G �" APPLICANT .S_ _�RWI� `puuVA PHONE �O '��` �Ztp� ADDRESS�y,� vu�p ��ck A�. IL �� 1 q`�J�leMi.�►CGM � Rnbte��c,a. t�� l.?.�tn `i �f�� -_ �` APPLICANT�S SIGNATURE VV��,.�f DATE CONTRACTOR INFORMATION �, i r�/ � CID# ��O Y Jl� COMPANY NAME�� A,�� c(��(,�C/� PHONE ��J tZ �y� . q ADDRESS_�"{,� � QaC'� FK�.. AIL ��G.`lQJ��CC��O►1�1 C�. ��c�n�ire�c� �� Z�C� � � CONTRACTOR'S SIGNATURE DATE II ` FOR'STAFF USE ONLY: � RECEIVED BY � FILE# � • ,�Lr� DATE/TIME APPLIED �� ' � � �' e �� . _ ,,_ _ 2-7-17 r. �' _ 'j Jefferson Street Apartmen#s � ;; 166—168 Jefferson Street WEEKLY SWPPP INSPECTION REPORT fns ector Name: � Q�� , ,u�� Date: �v/�%t � I Si nature re u'ired : � �,,� , �Yt�, Time: �•�rzo Weather. sun�► Temp: �,��F ! Soil Conditions (d , saturated, etc.): dr lns ection# �+ Note: Dlgital photos,with date stamp requlred for all practices requiring corrective act�on,before and ' afEer,#o be attached to the inspection repart. ' YES NO N/A 1. K Routine Inspection. Date of last inspection: � 9 z5 i�7 2. nspection f�llowing rain event Date/fime of storm ending: . x , Rainfall amount: Recorded b : 3. �c s this a final site inspection? 4` � Has site undergone final stabilization7 ° tf so, have all tem ora erosion and sediment controls been remov ,� p ►Y ed? ite Dlsturbance Indicate Locations on Plan YES NO NIA 1. �c. reas previously disturbed, but have not undergone active site work in the last 14 days? 2• reas disturbed within last 14 days? � 3. s expected to be disiurbed in next 14 days? �� 4. � Do areas af steep slapes or complex stabilization issues exist? � If Y�S ex lain: 5. � e there current[y more than 5 acres af disturbed soil at#t�e site? If so make sure there is an roval let#er from NYS DEC. ddi6onal Comments: !ns ection of Erosion and Sediment Contro!Devices T e of Control Device Accumulation if an ln% RepairslMaintenance Needed ' '�• Si �1- F�icnc:¢_ Q ?S r� ��i`r . 2. 3. 4. 5, 6. abilizat�oNRunoff � YES NO WIA f. e all existing disturbed areas contained by control devic$s? Type of devices: ,. 2• x re titere areas that require stabilization within the next 14 days? Speci�y Area: 3. �t Have stabiEization measures been initiated in inactive areas? 4• K s there current snow cover or frozen ground conditions? �- Rills or gullies? " 6. lumping/deposition? 7• oss of vegetation? 8. � ack of germination7 9• �l oss of mulching? (e � � ' -^. . ecelvtn StructuresMlater b�dies Indicate loca�ions whare cunoff leaves u�e ro'ect site on the site lan YES NO IWA � ' 1. � urface water swa{e or natural surface waterbody7 If natural water body:is water body located_onsibe, or,_adjacent to property boundary7 Description of condition: � unicipaf or community system? Inspect locations where runoff from project site enters�e receiving waters and indicate if there is evidence ofi e• � Rills or guliies? b• �c, iumpingldepositian? c. � Loss of vegetation? d• � ndermining of structures? e• as there a discharge into the receiving water on the day of inspection? � f. � s there evidence of turbidity, sedimentation, or oif in the receiving waters? dditional Comments: ns ectioC�of Post.. nstructio.n.StdTmvirater Mana �men#:.C.ocitfol Deyices:.:,>,.;,::::�.:.��: . . . ' T 'of Contrbf Devic�:. �; �Phase:of Constnr�tion ..� : 'Re aitslMa➢ntenance N�eded��. 1. 2. 3. 4. . ,.. . ... . . . . . . . en��l Sttd CQ�.tllt[on .: _ .... ,.... .. .. .. .. .... ..:...... . ... . . . :. _. ... . YES NO PIIA . . . . . , .. 1. � ave action items#rom previous�eports been addressed? 2. �e oes routine maintenance of protection components occur on a reguiar basis? 3. � Does cleaning andJor sweeping affected roadways occur,at minimum,daily? 4• 7� Is debris and IEtter removed on a rr�onthly basis,or as necessary? �. ,L s the site maintained in an orderly manner? ontractors progress over last 7 days: �r an �� f S ticipated work to be begun in the next 7 days:� `�"'"'"""' ddi�onal Commenfis: isu�l Obseivatlon� YES NO IdIA . . 1. yC f erosion and sediment conirol measures have been installed/constructed? , 2. y� f erasion and sediment control measuras are being maintained roperly? SUMMAI�Y OF ACTION 1TEl1AS TO REPAIR/REPLACElMAiNTAlPlICORRECT DEFICIENCIES Q�'PGt�i t" '�c 1�!- �en� Action Reported To(no signature required): e✓��N'� ��'h�C-T Company: 2 �C ' � Zimbra patrick.cogan@saratoga-springs.org � Re: 168 ]effersen Street � From : Patrick Cogan <patrick.cogan@saratoga-springs.org> Fri, Sep 22, 2017 11:26 AM Subject : Re: 168 ]effersen Street To : dreamscapes 1 <dreamscapes.i@live.com> • Cc : Seve Ethier <120southb@nycap.rr.com> ` Bob, � I have completed the inspections for the framing at 168 Jefferson St. All fireblocking was in place in the areas we discussed. The through penetrations of the 2 hour rated wall all appeared to be done in a manner consistent with the solutions we had discussed. °. Please provide a stamped detail for our files showing the acceptable methods of firestopping the through penetrations of the 2 hour rated walls separating the townhouse ; units. � Thank you, � Patrick Cogan Assistant Building & Construction Inspector ;, City of Saratoga Springs P (518) 587-3550 x2541 F (518) 580-9480 � � From: "dreamscapes 1" <dreamscapes.l@live.com> To: "Patrick Cogan" <patrick.cogan@saratoga-springs.org> � Cc: "Seve Ethier" <120southb@nycap.rr.com> � Sent: Tuesday, September 12, 2017 1:29:03 PM Subject: 168 Jeffersen Street Hi Patrick, . � Just to close the loop on this one, I spoke with Steve and he is going to install un-faced ° fiberglass insulation as fireblocking in the concealed spaces within the 2.0 hr. firewall assembly. He is also going to re-do all of his penetrations through the fire wall to be copper/cast iron materials. Please give me a call should you have any questions. 1 of 2 9/22/2017, 11:26 AM � x � 1 Kind Regards, Bob 2 of 2 9/22/2017, 11:26 AM ..-'--"--'-"-"�..-"-"-"-"--'----"-"-'--' I � , ._.._.._.._.._.._.._.._.._..-"-"-"-"-"--'-"-.._..-"-'--"-"-"-"----"-'._.._.._.._.._.._.._.._.._..-"-"-"-"-'--"----'--"-'--"----"-"-'---.-"-"-"-". i • � y � * ' � � � � ; � ; � P��`°`'A �� BUILDING PERMIT � � � �� . ��'� '� TO.CONSTRUCT ' � ' � �F� � � � �'- �v= '-""`�.n� i ' �' - `� �� ^� ' NEW-5+ FAMILY CONSTRUCTION ' , � . �J j �- i i � . " �F i '� Permit Number: 20150175 � � ,NL ��• i �RPORATE� 1� ! i i i i i � Date: March 19, 2015 ; � ; � ; ; Permission is hereby granted to the below owner or contractor for construction in accordance to application ; � 20150040 together with plans and specifications hereto filed and approved and in compliance with the provisions � � of the Codes of City of Saratoga Springs,New York. � � � � ; , � ; � Pertnit Issue Date: 03/OS/2015 Permit Expiration Date: 03/04/2017 � ' ; ' � ; � ; � ; � LOCATION PERMIT CLASSIFICATION ; '• SectBlock/Lot: 179.37-1-22 Permit Type: B BUILDING � ; Street: 168 JEFFERSON STREET Work Type: B014 NEW-5+FAMILY CONSTRUCTION ; ! Zoning District:UR-4 URBAN RESIDENTIAL-4 Prop Usage: R-2 RESIDENTIAL-PERMANENT ' I � Occupy Class: R ; ' Const.Class: VB � � ; � � ; OWNER CONTRACTOR � � STEPHEN ETHIER TROJANSKI BUILDERS,LLC. � ; 10 EAST HARRISON STREET 18 DNISION STREET SUITE 401 � � SARATOGA SPRINGS,NY 12866 SARATOGA SPRINGS,NY 12866 � ; 518-469-8001 518-584-9004 X240 � � ; � ; ; APPLICANT • '; STEPHEN ETHIER � ; 10 EAST HARRISON STREET ; ! SARATOGA SPRINGS,NY 12866 � ; 518-469-8001 • • � ; ; Total Value of Work: $240,000 ; � Total Square Feet: 6,696 ? ; Number of Dwelling Units: 5 ; '; Number of Bedrooms: 10 � � ; Application Date: O1/29/2015 Permit Issued By:MC Permit Fee: $2,089.20 � � � ; ' Scope of Work: NEW FIVE LJNIT TOWNHOUSE � � ; � ; � Comments/Conditions: PER PLANNING BOARD DECISION DATED 3-28-2011. � � ; � ; � ; � ; � ; � ; � ; � ; � ; � /"u �.✓� � � ; � Assistant Build' g Inspector � � � �-----------.._..----��-�--��----------��----------��-�--------------------.._..--------------------------------�--�----------------------.._..--------._.._.._.._..----------------.._.._.._.._.._.._.._.._..-�------------� � �, � �- . APPLICATION FOR BUILDING PERMIT . h�tz,;[oc.:1 a��' . , � ;;� , r CITY OF SARATOGA SPRINGS � ,.�;';;,' � �r BUILDING DEPARTMENT File# o�� I� � �- �� City Hall-474 Broadway ,.t '� >� ; °�`� Sarato a S rin s NY 12866 � �s�%' .�;�' g P g � Application# q�(��(� �" ^�� `' Telephone (518)587-3550 Ext. 2511 ��OR�aPnT�v ,a Fax (518)580-9480 For Office Use Onlv � � r �' �,P��5� ,� �� I�', ��J�1�]�j Job Site l� ' Pernut No. I Date Applied �'Z� ' �J '' Zoning Informarion l Issue/deny date oZ� � l - ��J Zoning District �� Sect-Blk-Lot I�q d 3�— ��.�, I' Pexmit Type—check line that applies: Lot Width � (J� Lot Area�I a�r'� esidential-New J�v��" • ��✓:� No.of Bedrooms. �� 1St Floox Axea tion No.of Stories � 2"d Floor Area Alterarion Bldg.Height O[� ` Basement Area �j�a1,� ' Commercial—New � ' Yard Dimensions for Princi�al Building Addirion ''�' L b Alteration Front� Rear�S _Left��.Right � Change of Occupancy � � Accessor�uildin,g—Distance To Application Fee �� Principal Building �'�v Left lot line � Fee Balance � Rear lot line �� Right lot line �: i . �, . „ � Owner�� ' � ��.°1� t"� l t A�plicant 5 ^�v��e �'t$ G w v�� Address ��`! ��h�✓'�S�� `� Address Phone �'��C a` $�c1 Phone Fax Fax Email S�-�'�`�Q�I` �� V�Y �.'�• f✓�CGM Email CID# 5ae�� CID# �` . \' d ��k,sa�Y Contractor ��.�P `��t 5'�6 Design Professional U c S Address � �f(],rl �1 Address Phone �� 3� � Phone S��$�1 � �3�=3 a$�` Fax Fax Email Email CID # ��3� CID# CD c��Cj 1 � ADDRESS/LOCATION ' v.� 33 :1' . Is the job site in a floodplain? �G Is this job site in a historic district? K � " � N, Construction Costs If so,DRC appxoval date v Is this job site in a architectural district? � � Basic Impxovement $ '� � U If so,date of appxoval Electrical $ �� d�� Does application requixe approval ZBA appxoval? h�� Hearing $ If so,date of approval Othex $ Does applicarion xequire the city planning board approval? If so,date q appxoval �'PJ Total Cost $,� G G U . (Ex: ite pla subdivision,special permit) *Please note that all applicarions gtanted approval by the Design Review Commission and/or the Zoning Board of Appeals shall expire within eighteen months unless a building permit is issued and actual construction has begun(section 240-7.12) Application is heteby made to the Building Department fox the issuance of a building permit for construction as hexein described,pursuant ' to provisions of the Zoning Oxdinance of the City of Saratoga Springs and in accordance with the N.Y.State Uniform Fire Pxevention and Building Code which is applicable to new construction of buildings,and to convexsions,additions and alterations to buildings.The owner and the applicant agree to comply with all applicable laws,oxdinances and regulations and with all regulations and procedures as explained in this applicarion,and will allow all inspectors to enter the pxemises for all requixed and necessary inspections. The following xegularions shall apply: , A. This application shall be completed and signed by the property owner and the applicant,and submitted to the Building Department. B. This application must be accompanied by: 1. Plot plan showing lot,dimensions,existing and proposed buildings ox structures on the lot and their distances to one another as well as to the lot lines,and all other pertinent details of the property.A copy of a legal survey is xequired for all new construction and may be xequired at the discrerion of the building inspector for all projects as deemed necessary. 2. One complete set of plans and specifications for the proposed construction,each plan bearing the signature and seal of a New York State Registered axchitect ox licensed professional engineer,(exception:pxojects where no structural work is necessary and expenditures are minox,in accoxdance with the State Education Law).For all new construction completed checklists shall be � submitted(see attached). 3. Liability insurance coverage: (a) Forgenera!contractor.r acting in the capacity of ageneral contractor.a Certificate of Insurance on an ACCORD form with Commercial General Liabiliry Insurance of One Million Dollars($1,000,000)per occurrence aggregate naming the City of Saxatoga Springs as an Addirional Insured and Certificate Holder; , (b) For homeowner.r�vith tro contractorparticifiation in the project.•proof of homeowners insuxance evidencing Genexal Liability in the amount of Three Hundred Thousand Dollars($300,000;and (c) AllApplicanta must provide proof of NYS Statutory Workers Compensation,Employex's Liability and Disability Insuxance or a waiver of same as determined by the NYS Workers Compensarion Board. C. Application fee as requixed by the City Code and as calculated by the building department,shall be paid by check ox money order (payable to"Commissioner of Finance".) D. Work covered by this application shall not commence prior to permit issuance. E. Occupancy of any building or premises to which this application applies shall not occur prior to the issuance of a required Certificate of Occupancy. F. Any deviatibn from approved plans must be authorized by the approval of revised plans subject to the same procedure established fox the examination of the original plans by the building department,including any required fees. G. Building Department shall be notified(minimum notice—24 hours in advance)according to this requixed schedule of inspections. (Note;before subsequent inspection requests will be scheduled,all prior inspections shall have passed). See attached card for requixed inspections included with building perxnit when issued. H. The building permit is effective for two yeaxs from the date of issuance unless a diffexent period of time is specified. Tbe Individual filing thir aj�plication, to the fulde,ct extent�irovided by law, rbald indemn� and save harmle.rr the City of Saratoga Spring.r, it.r Agent.r and Employee.r(hereinafter r�ferred to a.r `�'ity'),fmm and again.rt all claims, damage.r, lo.rre.r and expen.re(including, but not limited to,attorney.r'feer),ari.ring out of or re.rulting from the j�erformance af the avork covered by thi.r building perm't applicataon,rurtai�ed by any per.ron or per.ron.r,provided that any,ruch claim,damage, lo.r.r or e.xpen.re i.r attributable to badily injury, �zckne.r.r, dz:rease, or dea h, r to injury to or de,rtruction of property cau.red by tlie tortiour act or negligent act or omi.crion ofApplicant,izr contractor or its employeer or any e r e o act r i,r!e all liable or Subcontractor.r. T SIGNATURE OF PROPERTY OWNER DATE I � � � � �__ _ ..W. - -.. ____�..^. SIGNATURE OF CONTR.ACTOR� DATE� L�/ � �,, —— . 2 . �, • Y � ADDRESS/LOCATION �e � P e��s SPECIFICATIO T GENERAL SIZE MATERIAL SPECIFICATIONS OTHER -FOOTINGS psi '.N DRAIN going to: -SLAB psi -FOUNDATION WALL psi WATERPROOFING VENT � -COLUMNS/PIERS psi -GIRDERS/BEAMS -EXTERIOR WALL STUD o.c. -INTERIOR WALL STUD o.c. -FLOOR JOIST, 1S FLOOR o.c. -FLOOR JOIST, 2" FLOOR O.C. -CEILING JOIST o.c. -ROOF RAFTER o.c. -COLLAR TIES o.c. -RIDGE BEAM -FLOOR SHEATHING -WALL SHEATHING -ROOF SHEATHING UNDERLAYMENT INSULATION SIZE MATERIAL VAPOR BARRIER R-FACTOR -FOUNDATION -OUTSIDE -FOUNDATION - INSIDE -UNDER SLAB -EXTERIOR WALLS -CEILING/ROOF FINISH WORK SIZE MATERIAL UNDERLAY OTHER EXTERIOR WALLS INTERIOR WALLS FLOOR CEILING ROOF MISCELLANEOUS SIZE MATERIAL SPECIFICATIONS OTHER 3 . • • ADDRESS/LOCATION , �. HEATING SYSTEM PLUMBING-#UNITS&VENT SIZE TYPE �G� ��'�` FUEL �a S SINKS 1 " LAVOR.ATORIES t � VENT-MATERIAL SIZE TOILETS ,v TUB/SHOWER S SEWER-TYPE CITY PRIVAT'E DESCRIBE(DRAW ON SITE PLAN) • WATER PPLY-CITY PRIVATE CHIMNEY AND/OR FIREPLACE:MATERIAL �" � FLUE SIZE GARAGE TYPE:ATTACHED DETACHED � UNDER NO.CARS GAR.AGE/DWELLING SEPARATION:DOOR TYPE HR.FIRE RATING MATERIALS: �T"�-C.� HR.FIRE RATING PORCH:FOOTING �C"ti��e �`� FOUNDATION PLEASE PROVIDE A BREIF DESCRIPTION OF WHAT THE SCOPE OF WORK IS TO BE DONE: -�-or,�n hc�c�se rew � �j c��,�Y.,�� S �.,,.��. � 1, 4 C • , I"Y •y � � �^e ADDRESS/LOCATION ' ��'✓�. J 1�'�� 1,� " ! G� � 1 �� **LOCAT'E MAIN BLDG,ACCESSORY BLDGS,�ND ANY ADDITIONS,GIVING ALL PERTINENT YARD DIMENSIONS I REAR LOT LINE ft. I ° REAR YARD - � ft. LEFT YARD RIGHT YARD *ACCESSORY ft. -� BUILDING ft. -� LEFT � RIGHT LOT ' LOT LINE LINE DISTANCE SEPARATION ft. ft. LEFT YARD * �IN RIGHT YARD ft. -� BUILDING �- ft.-� I FRONT YARD ft. I FRONT LOT SLINE f. I ;�� : - :. �e� • . �� , �� BUILDING PERMIT SUBMISSION CHECKLIST �� NEW MULTIPLE-FAMILY RESIDENCE p �d � NEW COMMERCIAL BUILDING p (.(. r�, '�p� c / l., PROJECT SITE ADDRESS �`� "'�— `✓� �� " SCMS� ZONING DISTRICT " �s � CHECKLIST PREPARED BY: PREPARER'S PHONE NO.: �� ' ��GI ALL ITEMS BELOW MUST BE CHECKED EITHER"Yes","No", "N/a",or"PBa" (pending board approval— only where applicable).A separate checklist, must accompany each appiication for a building permit. All items checked"YEs" shall accompany the application form at the time of submission to the building department. Until the application is deemed complete it may be rejected by the building department and returned to the applicant. Acceptance of a permit submission as complete does not imply or guarantee that a permit will be issued. �J��4 . ��}.��°,�`��;� '.��"`�-_�� '�: �� .� � ��,;,�� a��4� �'� �>��..YE ��IVO' n�N/A'�a PBA : ..-.. ..s.,. :s.. � ._ ... .. _ .._:,...,...�.�°�`s� .. :7r,`��- ......,_,a�:��... .��.�.µ»..�:��,�.:._. }.,A � 1. Building permit form completed and with required signatures from the property -�� owner and a licant. tJ�eGl Co✓�'�c�o�� S� nal�rr�E" � _ �� 1 C.J(� Base fee�0 per unit check made a able to Commissioner of Finance. �,�i�p �� Water service connection fee agreement dated and signed by the property owner � and b a De artment of Public Works re resentative. 'e�- �� jpG..� 4. Energy code compliance report, bearing the seal and signature of the N.Y.S. licensed professional engineer or registered architect. � Specify compliance path: �St�C k- 5. Ener code ins ection checklist. 6. Septic system permit application form completed and with signatures from the � ro ert owner and the contractor. 7. Well com letion re ort and well test results. - . 7. Site lan a roval from Plannin Board. — A k �t. �e+ c� 8. S ecial ermit a roval from Plannin Board. 9. Architectural review approval from: / Plannin Board Desi n Review Commission "� 10. Historic review a roval from Desi n Review Commission. 11. One complete set of building plans, each sheet bearing the seal and signature of the N.Y.S. licensed professional engineer or registered architect. The set shall include, but not be limited to the following drawings: (a)structural plans; (b)floor plans—all levels; (c) cross-sections; (d)details; (e) elevations; (fl schedules; (g) - HVAC; (h)electrical; (i) plumbing; Q) codes specifications; (k)fire protection s stems; I com lete code summa 12. In accordance with section 1704 of the Building Code of New York State, a statement of special inspections shall be prepared by the registered design professional, to include: a complete list of materials and work requiring special inspections; the inspections to be performed; and a list of the individuals, approved � a encies or firms intended to be retained for conductin such ins ections. '� 13. Other: �lr�nn��,h�wrat a �q ~� _-� � �� SSV2-- - �-j�`�lp�� r �`�}-. r �' �'� I � "� �- s� � � � � 'Sa __ y i �. �,�� k ,� ��. s�� a � .� � ��^ ' �a> FOR ST�AFF II�SE,,ONL,�I( r�� ,�� A � ��ee� �� ,� �'�-��`"k� : xy� {�� w� f r�;� �,a��'. �,� r' +��7� �'� � '�s��' �'� `�.�.,a "�"�3`� �„w�.��:pa.a €�r� �'� �,��f°�K r,� �e �r m.7 ,��"1'.r:�� s��€cr.. �a { .;�"+'�.3°��.'` � y ,�s �A..� ys j ��*� �:�' ,�. � ��..�w: � ��,c� �: �°y�'�9"��'�� A y"S�; � r Y��' ar r�;S,UBMISSION ACCEPTED FOR�REVIEW�s��'� g��y `�DATE�`��«��T�EY,��r�� '�y �� i��k �'� ;� n�"L SL �'� y£' . Y"" � � . �� -� � x. � k� � � �� '�:.f �-_�„� �,{� �''Ea '�'�" �- r �.m�1�� y xi �t�%`'��"K`�% . �` : � ,�� -' �� y - � �b t�� k�,�'� .�: �,�k'�`Qts"'�� . ��. ;<✓��; � .. a.'� �,a, �d �s ;y� t'"y, .e3 �.� ��_-�,� K .r �"s'� .��+� �k �xr � i : ftEV�lEV11ED BY(SI:GNATURE�� `��.�� '��'�,�,��.�� "�� :�� `� �k�; ��. � Y � �;�� Y�� -�-� b �,��*�'�'``��n�'a� - r �s �.�,,,�.*s-�� ,._ � � �a*' y, � � s r»a�:_ � ,� `�� s :�� hs r"y w ��1�" ,�� a�.�t� �'..: �i" . �, s ��'� �S �� t ; �� - ��] -��.€t� t :� , ..<..qs..r:'n.�A�z+��,✓s �� -,r. . _ _..,�.,ra �._.�k�:�,. �':�_ >.�� .-K�.s._ ,.__"-.; �.,aa.�.. z,yf.�rsw..-,�� l r -�:.�. .3n. � a REVISED 1/20/11 � , Lec i�2 14 11:49a Siephen Ethier 51830652�11 p.� . ___.. � ;, „ ..�1 _ ,.' . ,,;,��;, , ,� �� ,��s��t y�ri�:�� ;�< < �.-1 ��,�� _ ;. o��c� ��'�L�Lic�i-�Rxs C'f�,LR�I:5�1()��Fit -�� ` `� � 5 Lake Avenue T:��Trn•J.Cuc��a , _;r '1. EtiPU�'COj1�l:SS10�+'P.R ' �` � Saratoga Sprin�s,New Yurk L966 ^ `.�� :� Phone JIB-JH i�SJJO#«Fax 51f3-587-5 t�77 ' " wv�w.saratoga-springs.org "`^;'- ,.�. -c-�r�*., NE�'`VATER SERVICE CONNECTION AGREE�NT&.a.PPLIC.4TI(�N FORM ' �'��Y✓ n � Pro e Owner's Name: �'�� rh' Project Name(if appEicabte): , `C 'l ' � � �1 ��"�P�Sa� J� Prop�rty Address: ��— �� e�'�vY�'� Tax Map#: �� ;�� `"a a Size of Tap(check one bel.owj: 1� p 3�;,» p 1°' reatcr thav 1": � RESIDENT�L�, NON-RESIDENTIAL ' Ylinimum fee is$3,000 for t:�e 151 dwelling Miaimum fee is�3,000 for the 151 unit of�vater and$2,000 for each additional dwelling and S2,000 for each additional unit of water.A unit of water is 14,000 cubic feet of water per year. �� Number of DwelIin�s: � � Y'�'S��` Estimated Cubic Feet of Water per Y ear: Appraised Value: __1 TGU��U If$120,000 or less p;aase provide copy of certified appraisa] Permit Fee:_ _ To be paid in fuli withaut any contingencies or protest, on or befare the Building Tnspector approves the rough < plumbing, including the installation oi the�vaeer me�er,or at the time of the issuance of a tapping permit. The undersigned acknowledges the fees as estima�ed above and outlined in the City of Sarato�a Springs Water Ordinance and Resolutioo,sectior< 12,printed on ihe reverse side of this document. The undersigned represents to the Ciry that they have fuJl and complete authority to execute this dacurnent and fmd and commit the deveIo�er to pay fee(s)as required by the City Water Ordinance. This aereement shall be binding on all of the undersi�ed lransferees. The undersigned acknowledges that a copy of this documcnt will be detivered to all appropriate and neccssary governmental entities,ac�d th dersi�,wed further actaiowledges that it shall pay as pro�•ided here's^. `�� Com an Name: Authorized SignaEwe: Y CompaayAddress.�1h L , �+.vrisc� �,:� -�S �� : Phone Number: �i s�.�`�� Date: I 1 {30 ��s'` ,._ . . _....._........._...__........_..........._...._......_............_.......__._._............._..............._............_....._........__......._......_....._....._......_.._......._..._..:..... ......_............._......_..............._.........__..............._......_..... ..__...... . Department of Public V�`orks Approval: Date: R�v Acco n —WATCON , �j�(i`' ,� �i��p o�,��ra�og� ��r°ings A\THONY.1.SCIROCCO •' �fj COh1MISSIONER J � - ;�:� � r/ OFFICE OF PUBLIC WORKS TI�tOTHYJ.COGAN �� . Y � 'J' S Lake Avenue DEPUTYCOMi�tISSIONER �� ' ''j � Saratoga Springs,New York 12866 � t 'I�r' ST}t� ' . #`'^'�'�''��• Phone 518-58i-3530��Fax 518-587-2417 ''/ceRPURATEO 191� www.saratoga-springs.org l�EW WATER SERVICE CONNF,�TinN - AGI�EEMENT & APPLICATIOr ��1�� Property Owner's Name: � �e ��P''� � �" Project N;.��,�(.��..�tY'i�___.._...._.___ _ ____..__ Property Address: I �� "�"�Y Sc►�, s� T�____. _�_.._._._�._....._..�.___...______�_.�_...�.____ , Size of Tap (check one below): ;----___.____�..______ ._._____.__.__..�__..__.__. ❑ 3/4" ❑ 1" - (RESIDENTIAL) 0 Greater than L._.,.._._. ��_..._.._....._..._._��.__...Y.....�.._____.__,�._._.__ Minimum fee is $3,000 for the ls`dwelling Minimum fee is:-�--�� ----�-.�--.-_m....,,_____.._._.�......_._.._.�__.__... and $2,000 for each additional dwelling $2,000 for each � �_,� W�W.�m�_ __�..�_._____...��__ is 14,000 cubic f� Number of Dwellings: �V Estimated Cubic� WJ�._._._..M.__.�..��...v__�__W.�.__._ Qualified Affordable Residences The City Council established that it is necessary and desirable to encourage the creation of affordable residential anits in Saratoga Springs and agreed to reduce water service connection fees in certain circumstances. The terms and conditions of qualification are clarified on the reverse side of this application and in the 2010 City of Saratoga Springs Water Rates & Resolution under 12(G). If you are interested in this program add;*ional application forms are available upon request. Fees are to be paid in full without any contingencies or protest, on or before the Building Inspector approval of the rough plumbing, including the installation of the water meter, or at the time of the issuance of a tapping permit. _ The undersigned acknowledges the fees as outlined in the City of Saratoga Springs Water Ordinance and Resolution, section 12,printed on the reverse side of this document. The undersigned represents to the City that they have full and complete authority to execute this document and find and commit the developer to pay fee(s) as required by the City Water Ordinance. This agreement shall be binding on all of the undersigned transferees. The undersigned acknowledges that a copy of this document will be delivered to all appropriate and necessary govemmental entities, an the er igned further acknowledges that it shall pay as provided herein. � �� Authorized Signature: Company Name: Company Address: ��t'S�-S I�l`P GYG`''� �� 'GG 1 Fax Number: � �� S 1 � :hone I�Tumber: 1 _ Date: .............................................................................................................................................................................................................................................................................................................................001...2..�.�Ql�............ Department of Public Works Approval: �— Date: Rev. ccou t . ATC �j�QJ�',�'� � N��' � � � 2S9 ,c��- ��l��t��i s C1TY OF SARATOGA SPRINGS ^��s' �I CLIFFORO VAN WAGNER, CHAiR .. �' 1 t,. r,j �~ � JAMIN T011NO, VICE CHAIR � � �> ^�` AMY DURLAND � �� ti�, c� � PLANNING BOARD PHILIP W. K�EIN :'� JF f ' � �� , +, . • DAN GABA ��fi:� .':' Clrr HALL - 474 BROADwAY HOWARD PINSLEY '�a��`�"�+'��-' , SARATOGA SPRINGS, NEW YORK I 2866 /��0��,�,�Ar�,, ,a��' Te�: 5 I 6-587-3550 Fax: S I 8-580-9480 W WW.SARATOGA'SPRINGS.ORG NOTICE OF DEGSION In the matter of the site plan application #10.049 of 166 Jefferson Street Saratoga Springs, NY I 2866 Involving the premises at I 66 Jefferson Street,tax parcel #179.37-I-22, in the City of Saratoga Springs,on an application for site plan review in a Urban Residential (UR)-4 District with the Planning Board who met on March 23, 201 I and made the following decision(s): ■ Identified action as a SEQRA`unlisted' action and following review of submitted SEQRA Short EAF parts I and II, and moved to issue a SEQRA Negative Declaration of environmental significance. Passed 5-0. ■ Moved to approve the final site plan, with the following conditions, and as per the requirements set forth in the City of Saratoga Springs Zoning Ordinance Article V—Site Plan Review. - Bike rack installed on premises. - Fencing on eastern property boundary. - Curbing to be provided along Jefferson Street.Additional curbing cut outs to provide for stormwater conveyance subject to City Engineer's review and approvaL - Screening along northern property boundary. - Dumpster detail to be included that reflects 6' PVC enclosure as discussed at March 23, 201 I meeting. - Providing substitute of porous concrete sidewalk along Jefferson Street frontage subject to City Engineer's review and approval. Motion passed 5-0. The applicant is required to: ■ Deliver a letter of credit or cash escrow in the amount approved by the City Engineer to the City per Article 240-5.7 of the City of Saratoga Springs Zoning Ordinance.This must occur prior to final signature by the Planning Board Chair. ■ Su.bmit one (I) mylar and two (2) paper copies of the final approved site plans for signature by the Planning Board Chair within twelve (I 2) months of approval as per Article V, Section 240-5.4(K) of the zoning ordinance. This approval shall expire within eighteen (I 8) months of the approval filing date if the applicant has not started actual construction as per Article V, Sectiory 40 .6 of the zoning ordinance. _. � ` March 28, 201 I Date Chair cc: Bldg Inspector Paul Male, City Engineer Accounts Dept. Public Safety File Zimbra https://m.saratoga-springs.org/h/printmessage?id=3390&tz=America... Zimbra michael.carlson@saratoga-springs.org Re: 166-68 jefferson st From : Michael Carlson <michael.carlson@saratoga- Wed, Feb 11, 2015 03:47 PM springs.org> Subject : Re: 166-68 jefferson st To : Bob Flansburg, P.E. <dreamscapes.i@live.com> Cc : Stephen Ethier <sethier4@nycap.rr.com> BOb, 1� - �Sio�eni-i�� Caa�.v � ' VY1��- �oi..r► ovse I just finished reviewing your plans for 168 )efferson Street and I have the following comments: ��Cross Sections on sheet #6 state 5' to top of footing but it looks like the dimension line is to the bottom of the footing? How is the footing connected to the frost wall? Dowels or keyway? Does the frost wall have any horizontal or vertical rebar in it? Where the 2 hr wall continues into the attic space it looks like it is constructed differently - maybe no insulation (this can also be seen on the cross section page 6) - please explain if there are difference. If this 2 hr wall is suppose to contain insulation please call it out on the plans. �� Anchor Bolts? �� 6) You cannot use rescheck on a commercial building. Please resubmit commcheck ve sion 4.0 or higher and make sure you select 2014 NYS Energy Code. re you providing a sprinkler or fire alarm system? If you are not please walk me hru the code to prove they are not required. �General Notes #14 about stairs on page #3 not correct - you are using residential ode, you need to change this to commercial specs which can be found in section 1009 in the 2010 NYS Building Code. If you have any questions please call me or respond to this email. -Mike Carlson Assistant Building Inspector City of Saratoga Springs, NY 518-587-3550 x2541 From: "Michael Carlson" <michael.carlson@saratoga-springs.org> To: "Stephen Ethier" <sethier4@nycap.rr.com> 1 of 2 2/11/2015 3:47 PM Zimbra https://m.saratoga-springs.org/h/printmessage?id=3937&tz=America... 2imbra michael.carison@saratoga-springs.org 168]efferson Street-Response to Review Comments From:Robert Flansburg<dreamscapes.l@live.com> Wed,Feb 25,2015 10:11 AM Subject:168 Jefferson Street-Response to Review Comments To:Michael Carlson Building Inspector<michael.carlson@saratoga-springs.org> Good Morning Mike, 'I The following is a numbered response[o your review comments emailed to me dated February 11,2015: � 1)My Cross Secdons on Sheets 6&7 have been revised to show 5'-0"to the"Bottom of Footing:' I 2,3,&5.)Please see my"Foundation Notes"box on the Foundation Plan(Sheet 5)for all information regarding#5 dowels connecting footing to frost wall, vertical and horizontal reinforcing bars in the frost walls,and all information regarding size and ptacement of anchor boltr. 4.)The 2.0 hr.fire wall will be constructed the same from top of foundation(slab)to the underside of roof.I have revised my Cross Sections on Sheets#6&#7 to reflect this. 6.)I will be submitting a ComCheck Energy Analysis prepared selecting the 2014 Energy Code. 7•)This builtling does�f need to be sprinMe�etl•It a/so da�s not neetl an aulo�aHc hre detechbn system,but dofts need harct-wirea intermn�c(etl srnoke alamis.My code ahalysrs is as lallows: 903.2.7 Group R.An automadc sprinkler system installed in accordance with Section 9033 shall be provided throughout all buildings with a Group R fire area. l�yhi�sEutds us to: 903.3.1 Standards.Sprinkler systems shall be designed and installed in accordance with Sections 9033.1.1.9033.1.2 or 9033.13. \� 903.3.1.1 NFPA 13 sprinkler systems.Where the provisions of this code require that a building or portion thereof be equipped throughout with an automatic sprinkler system in �� rdart�e�i s section,sprinklers shall be installed throughout in accordance with NFPA 13 except as provided in Section 9033.1.1.1.[F] 903.3.1.1.1 E�cemp ' ns.Automatic sprinklers shall not be required in the following rooms or areas where such rooms or areas are protected with an approved automatic fire e� detection system,in accordance ' Section 907.2.that will respond to visible or invisible particles of combusdon.Sprinklers shall not be omitted from any room merely because it is damp,of fire-resistance-rated cons ction or con�ins electrical equipment. Which sends us . 907.2 Where required-new buildings and structures.An approved manual fire alarm system,automatic fire detection system or automatic heat detection system installed in accordance with the provisions of this code and NFPA 72 shall be provided in new buildings and structures in accordance with Sections 907.2.1 through 907.2.23 and provide occupant notificatlon in accordance with Section 907.9.unless other requirements are provided by another section of this code.Where automatic sprinkler protecdon installed in accordance with Sec[ion 9033.1.1 or 9033.1.2 is provided and connected to the building fire alarm system,automadc heat detection required by this section shall not be required. The automatic Rre detectors shall be smoke detectors.Where ambient condidons prohibit installatlon of automatic smoke detecbon,other automatic fire detecdon shall be allowed. 907.2.9 Group R-2.A manual fire alarm system shall be installed in Group R-2 occupancies where:[F] 1.Any dwelling unit or sleeping unit is laated three or more stories above the lowest level of exit discharge; 2.Any dwelling unit or sleeping unit is located more than one story below tlie highest level of exit discharge of exits serving the dweiling unit or sleeping unit;or 3.The building contains more than 16 dwelling units or sleeping units. Exteptions: 1.A flre alarm system is not required in buildings not more than two stories in height where all dwelling units or sleeping units and contiguous attic and crawl spaces are separated from each other and public or common areas by at least 1-hour fire partitions and each dwelling unit or sleeping unit has an exit directly to a public way,exit court or yard. Pl�se note that we ha�e a 2.4hr.Fre separation betx�een dwe�ting un�ts and c�ch unit e�ts dri2cNy to Nm exlrrror(yard). 2.A fire alarm system is not required in buildings that do not have interior corridors serving dwelling units and are protected by an approved automatic sprinkler system installed in accordance with Section 9033.1.1 or 9033.1.2,provided that dwelling units either have a means of egress door opening directly to an exterior exit access that leads directly to the exits or are served by open-ended corridors designed in accordance with Section 1023.6.bccepdon 4. 907.2.10 Single-and multiple-station smoke alarms.Listed single-and muldple-station smoke alarms rnmplying with UL 217 shall be installed in accordance with the provisions of this code and the household fire-waming equipment provisions of NFPA 72.[F] 907.2.10.1.2 Groups R-2,R-3,R-4 and I-1.Single-or multiple-station smoke alarms shall be installed and maintained in Groups R-2,R-3,R-4 and I-1, regardless of acupant load at all of the following laatlons:[F] 1.On the ceiling or wall outride of each separate sleeping area in the immediate vicinity of bedrooms. 2.In each room used for sleeping purposes. 3.In each story within a dwelling unit,including basementr but not including crawl spaces and uninhabitable attics.In dwellings or dwelling units with split levels and without an intervening door between the adjacent levels,a smoke alarm installed on tfie upper level shall suffice for the adjacent lower level provided that the lower level is less than one full story below the upper level. 8.)My General Notes,as well as my Floor Plans and Cross Sections have been revised to show compliance with the stair requirements of the commercial requirements of Section 1009, specifically 7"max.risers,and 11"min.treads. I believe this addresses all of the items noted.Please let me know if you should need anything else.Thank You for your assis�nce! Kind Regards, Bob Flansburg Dreamscapes Unlimited 1 of 1 2/25/2015 11:23 AM . �"�q"�J� I��:f��n �F = 6_a`x 5y' = 3t��S sF �� x_,z F iooYS ��,�� S r �.e - �r5c3x 5� � (�,6��5�= x ffio.ao/sr� �50 + � � 33� o a� �-a-,�O�S�c o aC� - �5d�oo_��,b �L�33q� a_o_oW�� \�- c�r�`,�- C�arc�e_ ', � � �3_Cj �- �p,�5�sr- �F = �la� x ot�-1 ' `�,�SSO sF x O,I j 5� �y3_a_°� � o.�� 5�a.� ,. ��qot;,�y�� Buiiding DEPARTMENT r ' :C ' REVIEW CHECKLIST-Residential .4� �aIW� I Property Address: 16$ Se��r�or, 5+. Reviewed By: 1"1�C ' Application Number: a O�5 v c9y O Start Date: �- a G-i S End Date: a- �► - �5 ZONING -P��nn�n� 3��'d '4PP��YES NO N/A � WINDOWS YES NO N/A SETBACKS Er ❑ ❑ WINDOW SCHEDULE dd� ❑ ❑ LOT: SIZEIWDT/%OCC � � ❑ NATURAL LN(R303.1) � � � li FLOOD PLAIN E� ❑ ❑ EMG.EGRESS 5.7 SF(R310) � ❑ ❑ I SILT FENCING � � � SAFETY GLAZING (R308) t� ❑ O ' CONSTRUCTION ENTRANCE � � � GARAGE � / FIRE APPARATUS ACCESS � � � RqTED DOOR W/SC(R309.1) ❑ ❑ (�' DESIGN CRITERIA(R301) . SEPARATION (R309.2) � � f�� '/ ' GSL—50 PSF l3� ❑ � SLAB/POLY(R309.3/R506.2.3) ❑ ❑ L�' WINDSPEED—90 MPH � � � MISC. INTERIOR FEATURES FOOTERS BATHS VENTED(R303.3) 0� O ❑ SIZE �z��x 2`i�� o � SMOKE DETECTORS(R313) � o ❑ DEPTH C� L�Y � CO DETECTORS(R313) Ef ❑ ❑ REINFORCEMENT f 3� " �+ l9' D, ❑ DRYER 25'MAX(M1502.6) I��/ ❑ ❑ FOUNDATION WATER CONNECTION FEE l� ❑ ❑ SOIL TYPE(R401.4) � � � STAIRWAYS — P�� FOUNDATION INSULATION-�-�o E� ❑ � STAIRS—T,R,N (R311) S�t`� � ❑ 0 WALL HEIGHT/WIDTH �t`/g" � � � HANDRAILS(R311.5.6) ❑ ❑ ❑ REINFORCEMENT ❑ I� � LANDINGS(R311.4.3) 0 ❑ ❑ ANCHOR BOLTS(R403.1.6) O 0� ❑ GUARDS (R312) ❑ ❑ 0 DRAINAGE(R405) � � � ROOF DAMPROOFING(R406) � � � COVERING � ❑ � BASEMENT/CRAWLSPACE ICE PROTECTION (R905.2.7.1) E� ❑ ❑ PADS&POSTS ❑ ❑ � SHEATHING � � � SLAB& POLY � � � VENTILATION � ❑ ❑ EGRESS ❑ � � ATTIC ACCESS (R807.1) � O ❑ ACCESS(R408.4)NENT(R408.1) ❑ � � pORCHES/DECKS / FRAMING FRAMtNG ❑ ❑ �"/ FLOORS 1`6" F�Go� T��ss � 0 ❑ ATTACHMENTS&FLASHING O ❑ �9' WALLS INTERIOR/EXTERIOR � � � ENERGY HEADERS/BEAMS °� � � ENERGY CODE CERT(E401.3) ❑ L� ❑ ROOF TRUSSES/RAFTERS � � � INSULATION MATCHES ❑ l� ❑ CEILING HEIGHT(R305) ROOMS 7'-0" �/' � � OTHER ❑ �ee i�alan . � �1,5�-i�l�`�' — STAIRS 6'-8" � ❑ � BASEMENT 6'-8" C� ❑ 0 � UNDER BEAM/DUCTWORK 6'-4" CY ❑ ❑ � ; - ' � '. . 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ARTICLE II—PAGE 31 r REScheck Software Version 4.6.0 `' Compliance Cer°tificate Project 168 Jefferson Street Energy Code: 2010 New York Energy Conservation Location: Saratoga County, New York Construction Type: Single-family Project Type: New Construction Orientation: Unspetified Conditioned Floor Area: 6.456 ft2 Glazing Area 17% Climate Zone: 5 (7244 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 168 Jefferson Street Robert Flansburg Saratoga Springs, NY 12866 Dreamscapes Unlimited 6 Meghan Court Saratoga Springs,NY 12866 (518)-581-8079 dreamscapes.l@live.com . . . ..- . Compliance: O.1%Better Than Code Maximum UA: 729 Your UA: 728 The%Better or Worse Than Code Index reflec[s how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies _ . . .. _ , Wall 1:Wood Frame, 16"o.c. 210 21.0 0.0 0.057 10 Orientation: Unspecified Window 1:Vinyl Frame:Double Pane with Low-E 15 0.300 5 Orientation: Unspecified Window 2:Vinyl Frame:Double Pane with Low-E 15 0.300 5 Orientation: Unspecified Wall 2: Wood Frame, 16" o.c. 60 21.0 0.0 0.057 2 Orientation: Unspecified Door 1: Glass 20 0.300 6 Orientation: Unspecified Wall 3: Wood Frame, 16"o.c. 200 21.0 0.0 0.057 8 Orientation: Unspecified Door 2: Glass 20 0.300 6 Orientation: Unspecified Door 3:Glass 40 0.300 12 Orientation: Unspecified Wall 4:Wood Frame, 16"o.c. 60 21.0 0.0 0.057 3 Orientation: Unspecified Wall 5:Wood Frame, 16"o.c. 210 21.0 0.0 0.057 10 Orientation: Unspecified Window 18:Vinyl Frame:Double Pane with Low-E p 15 0.300 5 Orientation: Unspecified Project Title: 168 Jefferson Street Report date: 03/18/15 Data filename: C:\Users\Bob's\Documents\REScheck�168 Jefferson Street 03 04 15.rck Page 1 of 8 . . . _ � Window 21:Vinyl Frame:Double Pane with Low-E 15 0.300 5 Orientation: Unspecified Wall 6: Wood Frame, 16"o.c. 540 21.0 0.0 0.057 23 Orientation: Unspecified Window 22:Vinyl Frame:Double Pane with Low-E 15 0300 5 Orientation: Unspecified Window 29:Vinyl Frame:Double Pane with Low-E , 15 0.300 5 Orientation: Unspecified Window 30:Vinyl Frame:Double Pane with Low-E 30 0.300 9 Orientation: Unspecified Window 31:Vinyl Frame:Double Pane with Low-E 30 0.300 9 Orientation: Unspecified Door 4: Glass 20 0.300 6 Orientation: Unspecified Door.S: Glass 20 0.300 6 Orientation: Unspecified Wall 7:Wood Frame, 16"o.c. 620 21.0 0.0 0.057 27 Orientation: Unspecified Window 32:Vinyl Frame:Double Pane with Low-E 15 0.300 5 Orientation: Unspecified Window 33:Vinyl Frame:Double Pane with Low-E 15 0.300 5 Orientation: Unspecified Door 6: Glass 40 0.300 12 Orientation: Unspecified Door 7: Glass 40 0.300 12 Orientation: Unspecified Door 8: Glass 40 0.300 12 Orientation: Unspecified , Wall 8:Wood Frame, 16"o.c. 540 21.0 0.0 0.057 26 Orientation: Unspecified Window 34:Vinyl Frame:Double Pane with Low-E 15 0.300 5 Orientation: Unspecified Window 13:Vinyl Frame:Double Pane with Low-E 30 0.300 9 Orientation: Unspecified Window 14:Vinyl Frame:Double Pane with Low-E 15 0.300 5 Orientation: Unspecified Window 15:Vinyl Frame:Double Pane with Low-E 30 0.300 9 Orientation: Unspecified Wall 9:Wood Frame, 16"o.c. 189 21.0 0.0 0.057 9 Orientation: Unspecified Window 38:Vinyl Frame:Double Pane with Low-E 15 0.300 5 Orientation: Unspecified Window 16:Vinyl Frame:Double Pane with Low-E 15 0.300 5 Orientation: Unspecified Wall 10:Wood Frame, 16"o.c. 54 21.0 0.0 0.057 3 Orientation: Unspecified Wall 11:Wood Frame, 16"o.c. 180 21.0 0.0 0.057 7 Orientation: Unspecified Window 17:Vinyl Frame:Double Pane with Low-E 15 0.300 5 Orientation: Unspecified Door 10:Glass 40 0.300 12 Orientation: Unspecified Wall 12: Wood Frame, 16"o.c. 54 21.0 0.0 0.057 3 Orientation: Unspecified Wall 13: Wood Frame, 16"o.c. 189 21.0 0.0 0.057 9 Orientation: Unspecified Window 31:Vinyl Frame:Double Pane with Low-E 15 0.300 5 Orientation: Unspecified � Project Title: 168 Jefferson Street Report date: 03/18/15 Data filename: C:\Users\Bob's\Documents\REScheck\168 Jefferson Street 03 04 15.rck Page 2 of 8 , - . . . Window 32:Vinyl Frame:Double Pane with Low-E 15 0.300 5 Orientation: Unspecified Wall 14:Wood Frame, 16"o.c. 486 21.0 0.0 0.057 26 Orientation: Unspecified Window 19:Vinyl Frame:Double Pane with Low-E 15 0300 5 Orientation: Unspecified Window 20:Vinyl Frame:Double Pane with Low-E 15 0.300 5 Orientation: Unspecified Wall 15: Wood Frame, 16"o.c. 558 21.0 0.0 0.057 27 Orientation: Unspecified Window 18:Vinyl Frame:Double Pane with Low-E 15 0.300 5 Orientation: Unspecified Window 21:Vinyl Frame:Double Pane with Low-E 15 0.300 5 Orientation: Unspecified Window 22:Vinyl Frame:Double Pane with Low-E 15 0.300 5 Orientation: Unspecified Window 23:Vinyl Frame:Double Pane with Low-E 15 0.300 5 Orientation: Unspe[ified Window 24:Vinyl Frame:Double Pane with Low-E 15 0.300 5 Orientation: Unspecified Window 25: Wood Frame:Double Pane with Low-E 15 0.300 5 Orientation: Unspecified Wall 16: Wood Frame, 16"o.c. 486 21.0 0.0 0.057 26 Orientation: Unspecified Window 26: Wood Frame:Double Pane with Low-E 15 , 0.300 5 Orientation: Unspecified Window 27:Wood Frame:Double Pane with Low-E 15 0.300 5 Orientation: Unspecified Ceiling 1: Flat Ceiling or Scissor Truss 3,228 38.0 0.0 0.030 97 Floor 1: Sfab-On-Grade:Unheated 244 10.0 0.684 167 Insulation depth: 4.0' Compliance Statement: The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 6.0 and to comply with the mandatory requirem nts listed in the REnScheck Inspection Checklist. `�`� /Kc9.O,P/1:� �.��Ari✓��C12Gi�� -�.�J �b' lc�� Name Title Signature — Date "�� . .� � °"i �; ;� �,ti ��t'" > k� � � x�� f � �r `�.�i:�. � _, E �� ',��' � �`` � �.��;�� p\'',� ��^ Mi7'3'{� . .� p��,�� .'� ��,k�# ��, Project Title: 168 Jefferson Street Report date: 03/18/15 Data filename: C:\Users\Bob's\Documents\REScheck\168 Jefferson Street 03 04 15.rck Page 3 of 8 REScheck Software Version 4.6.0 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Sec��on °: : k; � .� ,; ry , ,_ .; ,., ' > � Plans\/erif�ed Field Yer�f�ed s ` �# Pre Inspect�on/PIan.Rev�ew _ • Complres� Comments/Assumpt�ons : . ,:_ ' �! e � &:Req,ID : p alue: Vala � £ �.�_ . _._ - � .- ,.:. , . . � _ :� � � : .._... - , .�: � _ �. -. �,._,._. .. 103.2 ;Construction drawings and � .: �� `�� s ,�'� �❑Complies ' ' [PRl]� �documentation sufficiently �,`��°'�� '. '��' �� *`�❑Does Not t� ;demonstrates energy code ' ��,��`� �� "�� ` �� ;compliance for the building �-� . # �� a ❑Not Observable ; �'�` - `❑Not A licable � � . �envelope. �-�, : .�� = ��r,� �,:�� .: • � PP ; ��`�.�w; �-��,.� �aw'�� M---. 103.2, ;Construction drawings and �". ,>�„�� ❑Complies 403.7 �documentation sufficiently ` �� = � " �❑Does Not [PR3]1 ;demonstrates energy code � �'� �, $ � ;compliance for lighting and � �� '�� Not Observable ; �� `�; � �. � f' �mechanical systems.Systems �� -�-�� ,�, �4 ,��Not Appticable : ;serving multiple dwelling units �� "��_ �� `� �; �` . � ;must demonstrate compliance �;� �� with the commercial code. �,,, �� .��,; �� 403-5 �Heating and cooling equipment is Heating: ; Heating: ;❑Complies [PR2j2 `�sized per ACCA Manual S based � Btu/hr 1 Btu/hr �❑Does Not � ,on loads per ACCA Manual J or ; Coolin � Coolin =❑Not Observable ; �� _�other approved methods. ; Btu/hr9� ' Btu/hr9� # , ;❑Not Applicable y , ° 3 ` = , � ��,�� - .., ; '.� � Additional Comments/Assumptions: 1 High Impact(Tier 1) 2�;Medium Impact(Tier Z) 3.= Low Impact(Tier 3) Project Title: 168 Jefferson Street Report date: 03/18/15 Data filename: C:\Users\Bob's\Documents\REScheck\168 Jefferson Street 03 04 15.rck Page 4 of 8 , � 2010 New r ? �` � : � � � :� S: York Foundation Inspect�on Compl�es� �, r y t`� Commentsll�ssump#�ons ,�; � �. Energy. : t , - _ _ � ,� ,� �'_ _ , � - _ 303 2 1 ',�Exposed foundation insulation '❑Complies ; [FO;li]z ;�protection. �❑Does Not � �� 'ONot Observable; ,�:� j❑Not Applicable ; 403_.8e_... ''�Snow melt controls. ;�Complies '. [F�_Z�I� � ;❑Daes Not � F � ; ;❑Not Observable`, � � `;� �❑Not Applicable ; � Addrt�onal Comments/Assumptions: � � I i f � � � I ! ' � � 1 High Impact(Tier 1) 2�.Medium Impact(Tier 2) 3'Low Impact(Tier 3) Project Title: 168 Jefferson Street Report date: 03/18/15 Data filename: C:\Users\Bob's\Documents\REScheck\168 Jefferson Street 03 04 15.rck Page 5 of 8 , Sectaon � ' 'i � " • � < - r' ''� '; � _ ; Plans Ver�#�ed =Field Uerrfied y .. # Framing/Rough In Inspect�on - : Corr�pl�es3 � tomments/Assump#io�s � &'.Rey ID.- f ,�;, Value� , � Value � _ f � �; �� =; � � n � ,Fenestration that is not site buil � � � � �� , � . ,s _ - � _ �.. �.,. r,= 402 4.4 ' t �. :� �-��. � �"�� ❑Complies [FR20]1 'is listed and labeled as meeting � � � � �Does Not � ;AAMAIWDMA/CSA 101/I.S.2/A440 � `�.� � �� '� '� ��`" � ;or has infiltration rates per NFRC � �` �= �� ❑Not Observable ; �400 that do not exceed code �� P��# �� -� ��,� �� ..��Not Applicable � ;limits. � � .,�4� >� �� - ��>-�r.. I 402 4 5 �IC-rated recessed lighting fixtures $� � � �, ❑Complies ; [FR16]� �`�sealed at housing/interior finish � �-"�� „� ��` �� '^ ❑Does Not �and labeled to indicate&It;=2A ��' `� �� °' � � ' � �� : ❑Not Observable ; �cfm leakage at 75 Pa. �.� �� - �� ;:�Not Applicable ; � � .� � �, �� .�.;� a�",� 403.2.2 ,All joints and seams of air ducts � � �� ❑Complies ; [FR13]1 �air handlers,filter boxes,and �� `� �� ; �� "_�� ❑Does Not � ;building cavities used as return � '�§�°' ��. �� `�� 4w'w� � � ;ducts are sealed. ° �`� � �� "'❑Not Observable ; ; �� "�� , ;�� ' ��Not Applicable � � 403'2 3 ;Building cavities are not used as �. �� ' �� "�� ❑Complies ; [FR15)3 �ducts or plenums. �, �� " � `�£ � . ; � � � � �� , �Does Not , �� a��"��,,� .��r��s.a ��'- �= ^��, ,�,,�; � , ��y ��;. �Not Observable � FK� -�; � . ��. � � �� x �`- ❑Not Applicable 403 3 � ;;HVAC piping conveying fluids ; R- ; R- ;❑Complies ; [FR17]� �above 105°F or chilled fluids ;❑Does Not � �below 55°F are insulated to R-3. � � � � � �' ' ' ; ; ;�Not Observable ; �' � ��Not Applicable j 403 4 ;Circulating service hot water ; R- ; R- ;�Complies ; [FR18]z =�pipes are insulated to R-2 ;�Does Not � � � '❑Not Observable ; '° � j❑Not Applicable � 403 5 �Automatic or gravity dampers are�� r�,��, ��, �� g � �:❑Complies ; [FR�19]� r�installed on all outdoor air �� ' �.��'��Does Not � �intakes and exhausts. �� ' � -�� '�" � � -� � � ,�� ' �Not Obsenrable ; � ' �".,� ��. .��'` . �.�� '�� ,��,�, �'�Not Applicable ; Additional Comments/Assumptions: 1 High Impact(Tier 1) 2;.;Medium Impact(Tier 2) 3.�Low Impact(Tier 3) Project Title: 168)efferson Street Report date: 03/18/15 Data filename: C:\Users\Bob's\Documents\REScheck�168 Jefferson Street 03 04 15.rck Page 6 of 8 i � � . , 2010 New'� ,, y ;� ' . F ' ; � ; � ,- _ . �. �. � -Xork � � t Insulation inspect�on' _ .,Complie�� _ Comme�tsJ�lssumptror�s ` =,Energy, � _ _ � = ._, = M � s _. . , T�,� - � . t � - ° � _ _ _ _a, . �- - - _ .., ,_.: , . <_�: . ,� ..,� .y �: �, _.�,. _, 3U3.1 ' ' � �All installed insulation labeled or ':❑Complies ; [IN13]� �installed R-values provided. ;❑Does Not ��- � =� ;�Not Observable; �� ;❑Not Applicable 3 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 r Medium Impact(Tier 2) 3'Low Impact(Tier 3) Project Title: 168 Jefferson Street Report date: 03/18/15 Data filename: C:\Users\Bob's\Documents\REScheck\168 jefferson Street 03 04 15.rck Page 7 of 8 . � i Sect�on � - _ � _ = - Plans Ver4f�ed F�etd Uerified J -_# a F�nal IAspect�on Prov�s�ons Complies� Comments/Assunpt�ons � I &.Re ID -;;t �; s�.; ; Value � Yalue µ�t � _- , :�� _ q , = r, . � v-. _ . �,.. _. •_ ._ t:�. > __. _. ,,_. -�,,_ �. _ _-_ �. ., ._ �� ...� , . _.., � . 402.4.2, i Building envelope tightness ; ACH 50 = : ACH 50= ;�Complies ' 402.4.2.1 'verified by blower door test result� �❑Does Not [FI17]� �of&It;7 ACH at 50 Pa.This ; ; � ;requirement may instead be met ` i�Not Observable ; 'via visual inspection, in which .ONot Applicable � ;case verification may need to ;occur during Insulation ; ; � :Inspection. � ; 403.2.2 Duct tightness via post- cfm ; cfm ;❑Complies J [FI4]1 �construction with maximum = ; i❑Does Not 1 ;� j leakage of 8 cfm to outdoors,or + I �❑Not Observable ; a '12 cfm across systems. For 'rough-in tests,verification may ;�Not Applicable ; !need to occur during Framing ; � � � � Inspection,with maximum ; leakage of 6 cfm across systems ; � � and 4 cfm without air handler. � ; 403.1 1 $Programmable thermostats � ��'�' � � ��s g�` {.�❑Complies [FI9]z �& a installed on forced air furnaces. k�� .��` �� `��' ��,,��❑Does Not � � �� r� ��' � � '�� }> �� = � . � ❑Not Observable ; ; ":�'� � �i n �.�.:.� �"�,�; �, �"��Not Applicable 403 1 2 'Heat pump thermostat installed � � ��;' ��, ��❑Complies � �,,,," '�.^. �� g ` a t [FI10]z on heat pumps. �� ,, -�� ❑Does Not �,_�z�� ,��: ,�� , ��s ;�� r � �.. . ��❑Not Observable ; K� , � �� ., �, �•:y;�Not Applicable 403 4 � =Circulatin service hot water �^'''�� , � _"� �"'� ,..... g , � � ;- ��z, ��Complies [FI11]z�, systems have automatic or �� ' �❑Does Not � accessible manual controls. �� ,�� . � �1;� �,�� - �A � � �`�' -"�"�pNot Observable ; ;�� _ � '"�,��. �.E �- «;��Not Applicable 4013 # .;Compliance certificate posted. �� "�� `��-��_$ '��.. ��'"�-, ��❑Complies � , y �.. � �� [F17] � �� ❑Does Not � i � � � � �� ,��`� �� `�� ,��,��❑Not Observable ', � r �_ �^. � _ �'� �� `�� " �.��Not Applicable � . 303 3 �Manufacturer manuals for �- � �.�� ,� �� ,� ��'��Complies [FI18J3 :mechanical and water heating �� : ` ��. �'�:Y ��"' y�❑Does Not � ;equipment have been provided �� - � ' �� t� � �� ❑Not Observable ; � �� " �'�'�`�"`�� '�❑NotA licable � . :: ; � � ��,. �:�� PP Add�tional Comments/Assumptions. � 1 High Impact(Tier 1) 2:;'Medium Impact(Tier 2) 3'Low Impact(Tier 3) Project Title: 168 Jefferson Street Report date: 03/18/15 Data filename: C:\Users\Bob's\Documents\REScheck\168 Jefferson Street 03 04 15.rck Page 8 of 8 � Q Y � 2010 New Yo�k Energy �onservation Constru�tion �ode � Energy E�iciency Ce�ificate . . Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 10.00 Ceiling /Roof 38.00 Ductwork (unconditioned spaces): �.. . . Window 0.30 Door 0.30 ' . .. . . . Heating System: Cooling System• ', Water Heater: I Name: Date: Comments :-��-----------------------�----��-�------�-------��--------�-._.._.._.._.._.._.._.._..-----�-------------��-------��-------------------�---�--�-----�- -.._.._.._..-�-----�-----------------------�--�--.._.._.._.._.._.._ � ; i r�'/>. � ; � �- tP r � i i i i i ' � �`�� BUILDING PERMIT � i �� ; � �, ` ' ' fx� TO CONSTRUCT ' r > � i . � ' ;�. � � � ; ;� "�:� ,� , � PERMIT EXTENSION-RESIDENTIAL � � ` i�"�' x Permit Number: 20170808 ' � � Jy�ak¢ORar�� ,h ! i i � i i � Date: July 19, 2017 ; � ; � ; ; Permission is hereby granted to the below owner or contractor for construction in accordance to application ; � 20150040 together with plans and specifications hereto filed and approved and in compliance with the provisions � I i of the Codes of City of Saratoga Springs,New York. � � � � ; � ; � Permit Issue Date: 07/19/2017 Permit Expiration ate: O1/15/2018 � � ; ; � i _ ; � ; ; LOCATION PERMIT CLASSIFICATION ; ' Sect/Block/Lot: 179.37-1-22 Permit Type: B BUILDING � I ; Street: 166 JEFFERSON ST Work Type: B006 PERMIT EXTENSION-RESIDENTIAL '; ! Zoning District:UR-4 URBAN RESIDENTIAL-4 Prop Usage: R-2 RESIDENTIAL-PERMANENT � � Occupy Class: R ; '• Const.Class: VB � � ; � ; ; OWNER CONTRACTOR � � STEPHEN ETHIER JFL BUILDERS LLC � ; 10 EAST HARRISON ST. 433 BROWNVILLE ROAD � � 518-469-8001 518-649-7754 i � ; � ; � ; ': APPLICANT � ; STEPHEN ETHIER ; � 10 EAST HARRISON ST. � ; 518-469-8001 ; � ; ; Total Value of Work: $518000 ;. ! Tota1 Square Feet: 6588 i ; Number of Dwelling Units: 5 ; � Number of Bedrooms: 10 � � ; � ; � Application Date:O1/29/2015 Permit Issued By:DM Permit Fee: $50.00 � � ; � ; � Scope of Work: NEW FIVE UNIT TOWNHOUSE-�168 JEFFERSON STEET NEW FIVE UNIT TOWNHOUSE- 166 JEFFERSON � ; STREET -� � � I I � ; Comments/Conditions: � � ; � � � ; � ; � ; � � � ; � ; � ; � � � � ; � ; � . Assistant Building Ins ctor � � ; �-----._.._..-�--------�------�-------��----------��-�--------------._.._..----------------.._.._..-------------------------------------.._.._.._.._.._.._.._.._.._.._.._..- -.._.._.._..-�-._.._..--�---��-�----------� �� Ili =�L�JT{'`°`=�' ��-� City of Saratoga Springs J M�•.� .`r.} � , � �� ' BUILDING DEPARTMEN�' F ��';d.}�+�:.'.N, �,. ' t`'��z`'� �` CITY HALL-47 BROADWAY-SARATO A SPRINGS NY 1 ZH66 I! �� 4 G , ""°°^^�A=��''"� PHONE 518-587-3550 x 2511 FAx 518-580-9480 ' KATHLEEN.FARONE@SARATOGA-SPRINGS.ORG APPLICATION FOR BUILDING PERMIT EXTENSION 'I. APPLICATION MUST BE FILLED OUT COMPLETELY INCLUDING ALL REQUIRED SIGNATURES. �� 2. Insurance requirements: For general contractors acting in the capacity of a general contractor:a Certificate of Insurance on an ACCORD form with Commercial General Liability Insurance of One Million Dollars($1,00O,OOb)per occurrence aggregate naming the City of Saratoga Springs as an Additional Insured and Certificate Holder. For homeowners acting as general contractor:see Homeowners Insurance Requirements. All Applicants must provide proof of NYS Statutory Workers Compensation(form C105.2)and Disability Insurance(form D6120.1) or a waiver of same as determined by the NYS Workers Compensation Board. (Homeowners—form BP-1; Contractors—form CE- 200) 3. THE PERMIT EXTENSION FEE OF$50(RESIDENTIAL)OR$100(COMMERCIAL)(CHECK MADE PAYABLE TO COMMISSIONER OP FINANCE�MUST ACCOMPANY APPLICATION. PERMIT EXTENSIONS ARE GOOD FOR 6 MONTHS ONLY. HOLD HARMLESS: THE INDIVIDUAL FILING THIS APPLICATION, TO THE FULLEST EXTENT PROVIDED BY LAW, SHALL INDEMNIFY AND SAVE HARMLESS THE CITY OF SARATOGA SPRINGS,ITS AGENTS AND EMPLOYEES(HEREINAFTER REFERRED TO AS��CITY°),FROM AND AGAINST ALL CLAIMS,DAMAGES,LOSSES AND EXPENSE(INCLUDING,BUT NOT LIMITED TO,ATTORNEYS�FEES�,ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF THE WORK COVERED BY THIS BUILDING PERMIT APPLICATION, SUSTAINED BY ANY PERSON OR PERSONS, PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE IS ATTRIBUTABLE T�O BO�I�L.lN1ll CKNESS, DISEASE,OR DEATH,OR TO INJURY TO OR DESTRUCTION OF PROPERTY CAUSED BY THE TORTIOUS ACT OR NEGLIGE YACT OR OF APPL T,ITS CONTRACTOR OS1TS EMPLOYEES OR ANYONE FOR WHOM THE CO TRACTOR I �GALLY LJ BLE OR SUBCON RACTORS. ' INITIAL ��e 201 3�5 1 l(o OWNER INFORMATION 1 �M 1 1 zC�I 5 U I'�5 - 3 5 �5 ��Co ��°"��a M „- 2 n�5 c>2/ -�i 3 I 2 o/'t 5 c-�d� > OWNER�S NAME , . PHONE _ ADDRESS.. EMAIL OWNER�S SIGNATURE DATE APPLICANT INFORMATION ��J APPUCANT .�V e �T/ !I C�� PHONE� 1 `e' `� �� 1 ADDRESS_ I O L. �IG rri�a� �� • E.AI � � �G � LI T'S SI ATURE DATE. CONTRACTOR INFORMATION : _ cio# �a�5� COMPANY NAME �J� '�'I C J� � PHONE `` _ L. �l,t(�G� S f-rU �� ADDRESS EMAIL ` CONTRACTOR'S SIGNATURE ' • . . DATE FOR STAFF USE ONLY � , '� �� , , ; ' , � �; ` , FILE� � ��L.�I� ; DA.TE/TIME APPLIED:� '2� l I t� RECEIVED BY i ' �' � , , � R�� 1y � � � � > �.Y t '' � . } PPLICATION# ,l r ' PERMIT# �Q I'�O� ��)�� DATE ISSW�D I�s ` 5 { S � Y � Y :2o't og y': `�` , ` , PAID$ .INSURANCE � � ' I�� ` , ; - . .> , � .::: ,<.; ..... ::,, ,.,.. :.� :., _ :_.:: , ,. . _- .. . >r � + _ ... ... .: . ...�... . ...... . . . . .._ . . .._ ... .,..... RE�Qra P-�ZorSo��2 �� - m k.i�s �50.00 ��w f� � .-�- �'j� - .�. � ��o � Pe . . . v� 1 • � � _ �� f �� i°.`°<;� S,- City of Saratoga Springs �~ 6� �r " � � � BUILDING DEPARTMENT f �, '�'��=t��'" CITY HALL-474 BROADWAY-SARATOGA SPRINGS, NY 12866 PHotvE 518-587-3550 - FAX 518-580-9480 APPLICATION FOR PLUMBING PERMIT Application is hereby made for the issuance of a permit for the installation, alteration or repair of a plumbing system (including any part thereofl within a building or structure on private property in the City of Saratoga Springs, pursuant to Chapter 171 of the Code of the City of $aratoga Springs. The owner and contractor agree to comply with all applicable• provisions of the "Plumbing Code of New York State, and agree to arrange for authorized City inspectors to enter the premises for all required inspections. The following shall also apply: 1. APPLICATION MUST BE FILLED OUT COMPLETELY. Signature of property owner is required. Signature of the master plumber is required, along with the cost of the plumbing work. As needed, plans and/or schematics of the proposed plumbing system(s) shall accompany this application. 2. The appropriate permit fee, as calculated on page two of this form (check made payable to Commissioner of Finance), must accompany application. 3. Plumbing work for which this permit application is made shall not commence prior to permit issuance. Minimum 24-hour notice is required for all inspections. 4. Required inspections may include, but are not limited to: (a) A pressure test on piping of the potable water supply system prior to covering or concealment; test pressure shall be equal to at least the maximum pressure at which the piping is to serve. (b) Water pressure test(s) on building drains, drainage and vent piping, prior to covering or concealment; test pressure shall be equal to at least a 10-foot column of water. 5. Liability insurance coverage: (a) For general contractors acting in the capacity of a genera/contractor. a Certificate of Insurance on an ACCORD form with Commercial General Liability Insurance of One Million Dollars ($1,000,000) per occurrence aggregate naming the City of S�ratoga � Springs as an Additional Insured and Certificate Holder; (b) For homeowners with no contractor participation in the project: proof of homeowners insurance evidencing General Liability in the amount of Three Hundred Thousand Dollars ($300,000; and (c) All Applicants must provide proof of NYS Statutory Workers Compensation, Employer's Liability and Disability Insurance or a waiver of same as determined by the NYS Workers Compensation Board. (d) Copy of the master plumber's license REVISED 1-21-15 %` ;f APPLICATION FOR PLUMBING PERMIT ; � ��'L�'Socati;o�n,inforr�ia�ion ; , �' 'h��5�„+y,. . k )Y`T' S iZ . � "�� F�z�F��n �x £ TAxID# I�Q•.�� "' � '�� ,� a.w.1 fq,� �,b<�, rt � s � . �_ 3 '�'�• 5'�'�'' "' r` S`�7��..r✓i� �. � �.. F.:: . -��. .�.: �za� � x ..s : . �4y; G� '°.�''� �4',1'�"aF''.'�sa�,a y �" , . �. .° �. r ��JO� I��E�D� R S� ��J;��'� �� _ ,� � �COSTi O�pzLl`11VIBINGtWOO RK$� � ry� �� '"� ;� � - �' e.�� . °�''�.}�„� _�, .. � a �:.f;x� �120PER�f OViINER;INF�RMA�TI�ON � x .O'�WNER=S'Ni4M�' __; ' PHONE A3DCfRESS;. �' �E�,�� . ' OWNER�S 31GNATURE DPvTE ��Ll��f�1G�,��VTr�tiAC'�OR 1f�F�R�VIA7aON, Y 1" S � � J 4 ' t t . J � � �� ,�, z � = CID'# � � ; � 4�, • �,rgy Y �. C'�.r��VI�A�,JYzN`�A`�VIE �1 C ��1 l�2 ''PH�NE �� l� � . � � �. .x ��'�" � �� 3 .-. a �..r r . - :. ' , ". :, �:'� 5 A�DRES� �: � . `. :.J " . FAx' �: . . . — � ,. � �� , , , , . � , �' �r �,�� ,� r r,.s.,i � S �.. . Y M��ST�i3�P�UM�� t ' _, w ; � �' � "� '�� '°�� , x ; n< ,� '� ,� �� PL � G�IATURE '`DATE � X.,�'a ,�£., ��b .� ,,., �- . ' . E, . . � ... .. � .. � k . . F .�� -� �#a��e �w� s �; y k uw�s�` � T��? ��,�s�'�F � �� '��..., S �S i�tk `�' ��Eay.ks �iy wi.�r, � � � n � � £,�, � % �s E .fi k�.` S�xy� �„� >r�so z 6�,"E,��a�;�� .a a��,�4"k>��i�3a�a,S ��v�r;+•�y°n� °,�°. '�,��,��: ��' . 1 f� j t ��f - �� x�tia�� '� ,�� ;� x.r ,��v:4h xg'"�•. ��i � �k� a � �� :��Y � '�¢�� ' ,�� `��+�� '� ��,�!��I�� "' �' � �i� .. „� .��. ° .... 't"� �� a`,�.� �' �x`lt ��1a�.� ��.. S��,��, �`�n "� �.r� ;�..:. ��,$ � � �° ;;LJ a �� :. �"`� " � � � r.��- s:.. - � � n � � � s� � , ,:. . - � � � � � , • � -��„ - � . � �� 9.. ..., .. �.. � �, : � . The Individual filing this application,to the fullest extent provided by law,shall indemnify and save harmless the City of Saratoga Springs, its Agents and Employees (hereinafter referxed to as "Cit�'), from and against all claims, damages, losses and expense(including,but not limited to,attorneys'fees),arising out of or resulting from the per£ormance of the work covered by this building permit application, sustained by any person or persons, provided that any such claim, damage, loss or expense is attributable to bodily injury, sickness, disease, or death, or to injury to or destruction of properry caused by the toxtuous act or negligent act ox omission of Applicant,its contractox or its employees or anyone for whom the Contractor is legally liable or Subcontractors. REVISED 1-21-15 1 i. CALCULATION OF PERMIT FEE FOR INSTALLATION OF PLUMBING WORK 1. BASIC CHARGE BY OCCUPANCY TYPE: A. PERMANENT: #OF DWELLING UNITS X $30.00 PER UNIT = B. TRANSIENT: #OF SLEEPING ROOMS X $30.00 PER ROOM= .�`.. ;,, ' ; ��, CO�P2GIAL: #OF TENANT SPACES X $75.00 PER SPACE_ •^ �y�`S�`� � ; t.�,D. ALL OTHERS: #OF BUILDINGS:�'�'.��s.� C?X<a$7;5A��P�`�`.�BUILDING= 2. INDICATE QUANTITIES OF EACH FIXTURE AND/OR PLUMBING COMPONENT BELOW TO DETERMINE FEES IN ADDITION TO THE BASIC CHARGES: � - , WATER CLOSET d'` BIDET . � URINAL ~ �t LAVATORY � BATHTUB WITH OR WITHOUT SHOWER _� � SHOWER STALL ,,,._ � SHOWERS GROUP —PER HEAD ' SERVICE SINK KITCHEN SINK LAUNDRY TRAY " DISHWASHER " HOSE BIBB ' DENTAL UNIT DENTALLAVATORY �. ' `�-` �� ~_ t. ��, R. "'3+� ": `"�-�`- �a �D�tNKING FOUNTAIN �•" � � �{'-�" �-" .�;�� t ., Fi09R DRAIN �"" � t � �VIYASHING MACHINE CONNECTION .. HOT WATER TANK �`:�i:�-'�'�`�r;��i;...�i''�.'<::�. HOT TUB OR JACUZZI ROOF DRAIN OTHER E. TOTAL#OF FIXTURES AND/OR COMPONENTS: X $5.00 PER ITEM= 3. ADD ALL DOLLAR AMOUNTS IN THE FAR RIGHT COLUMN FOR ITEMS A, B,C, D&E TOTAL FEE AMOUNT = REVISED 1-21-15 �'�"`�� s� City of Saratoga Springs �.:,:, �ti � ,;�a; � �. � � � `,; BUILDING DEPARTMENT �� CITY HALL-474 BROADWAY-SARATOGA SPRINGS, NY 12866 ,�.�?� � �`�^� - �"'�' PHONE 518-587-3550 EXT 2511 — FAX 518-580-9480 .�n,.� APPLICATION FOR CHANGE OF CONTRACTOR OR OWNER 1. APPLICATION MUST BE FILLED OUT COMPLETELY. Signature of property owner is required. Signature of applicant(if different than owner)is required. 2. Insurance Requirements:For general contractors acting in the capacity of a general contractor. a Certificate of Insurance on an ACCORD form with Commercial General Liability Insurance of One Million Doltars($1,000,000)per occurrence aggregate naming the City of Saratoga Springs as an Additional Insured and Certificate Holder; For homeowners with no contractor participation in the project:proof of homeowners insurance evidencing General Liability in the amount of Three Hundred Thousand Dollars($300,000; and All Applicants must provide proof of NYS Statutory Workers Compensation, Employer's Liability and Disability Insurance or a waiver of same as determined by the NYS Workers Compensation Board. THE INDIVIDUAL FILING THIS APPLICATION,TO THE FULLEST EXTENT PROVIDED BY LAW,SHALL INDEMNIFY AND SAVE HARMLESS THE CITY OF SARATOGA SPRINGS, ITS AGENTS AND EMPLOYEES (HEREINAFTER REFERRED TO AS °CITY°), FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSE (INCLUDING, BUT NOT LIMITED TO, ATTORNEYS� FEES), ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF THE WORK COVERED BY THIS BUILDING PERMIT APPLICATION, SUSTAINED BY ANY PERSON OR PERSONS, PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE IS ATTRIBUTABLE TO BODILY INJURY,SICKNESS,DISEASE,OR DEATH,OR TO INJURY TO OR DESTRUCTION OF PROPERTY CAUSED BY THE TORTIOUS ACT OR NEGLIGENT ACT OR OMISSION OF APPLICANT, ITS CONTRACTOR OR ITS EMPLOYEES OR ANYONE FOR WHOM THE CONTRACTOR IS LEGAILY LIABLE OR SUBCONTRACTORS. :Location:lnf.ormation `��U t�5 �15C;�� 1� F2rmit°# �,?C�J5U j��..v Fermit fssued Date :IOB SITE ADDRES;S I�CR�.1 lo� �J�T`TC.�C�� TAx MAP ID# I �� r � -2-Z ZONING-DISTRICT IS:1OB S.iTE IN A FLOOD PLAIN� YES.6 O.A ARCHITECTURAL RE�/IEW DISTRICT YES 7�;. N0.7�. H O A RP.,P.ROVAL DATE(IF ANY� (PLEASE ATTACN COPY'OF;aPPRo�A�) HISTORI.0 REUIEW DISTRICT YES �[ NO:. D':R C. DECISION�DATE.' ` ,� �ti � (PLEASE ATTAGH COPY'OF DECISION) ` OWNER7NFORMA ,��C7(J�� .`� ��O✓' : �'}. �+�' OWNER'S NAME .: .�I.lf �0 .�P''F�P'rS"1S� �-L� PHONE � \ �� \~ �1 C�v � <� `ADDRESS � �, �lI�AJV 1 C fM SS I��.� E AIL �.l�Gt�� '� �� C . ` f'C�} � �- ��- � _ � a, �4'� c . . ' OWNER�S SIGNATURE 1/./ \�� DA j �� APPLIC.°ANT INFORMATION �'�� ' (r APPLICANT ::..:_ PHONE .ADDRESS. ,. .. EMAIL. �. ; , , _ , . .. � ,; .. ` Y` AP..PUCANYS SIGNATURE DATE `CONTRACTORINFORMATION(;fFAPPLICABLEj �at f�� ''1 P i / 2 /, /��c � . . ✓ ` P . GOMBANY NAME`L�. ��.�`� ��- `C..l''�-' PHONE .� , ; , � . . ..: .. . . ' q , . . �A�DRESS ,., . ;. �� ..CC�✓ EM' ,: ` ' �� : �l� . ` CONT < .. , ATE•. . �. � �>��R S'f�i4FF USE��ONLY� � x ax � � Ee� �� r F��`FtLE�# � � ��"T I�..� k �DATE�IM�APPLI�D � � � REC6NE��BY k� E� '.��C'� '�.� 4 � � � N V � 5 � � Y` �� rc,�rio� �� € � .� Al' D� � " '�. ' `�..;��...� ..��, ....�:.��..,.. .€,..��.�- .,,,,�.�..n..,., y �.X ,r...,r<�':.. ... ......:��.� ...,,.�_..�� '� ...�.:;.�;`"` -'at__.�x.._ . ..,..s...�,,.,s�,F's,....,�..�i�.�,�,�... �i��.n. r 6-13-13 I{/"�� "� ,�/ ._.._.._.._.._..�..----.._..----.._..-------------�-----��-�----------��-------------��-�----------=------��----------.._.._..--------------------�-�- ------------- -.._.._.._..----------.._..-------------�-��------- � �� ^ � � � #' � � � � � � � � � � ��°`�' [- PLUMBING PERMIT ' ^��' iJ� I I ✓ \ �ti ' � ,�,N }" � �� ' � ` � � � 1'` PLUMBING - PERMANENT ° � � � � � :� f� � ' �� °��V��° �� Permit Number: 20160432 ` I L._^7�: I i s..Y��,� i i •�'t �`'• i i ��PORA�E� �g i i i i i i i i i i i � Permission is hereby granted to the below owner or contractor for construction in accordance to application ; i 20150040 together with plans and specifications hereto filed and approved and in compliance with the � ; provisions of the Codes of City of Saratoga Springs,New York. ; � � � � � � ; Permit Issue Date: OS/04/2016 Permit Expiration Date: OS/04/2018 ; , � � � � � � I ; LOCATION PERMIT CLASSIFICATION ; I � Sect/Block/Lot: 179.37-i-22 Permit Type: P PLUMBING � ; Street: 168 JEFFERSON STREET Work Type: 1701 P[,U1vlsttvG-PERNtArrEtvT ; � � Zoning District:UR-4 URBAN RESIDENTIAL-4 � � � � � '; OWNER CONTRACTO � ; STEPHEN ETHIER BRIAN PA ATEER ; � 10 EAST HARRISON STREET 374 WIL N ROAD � ; SARATOGA SPRINGS,NY 12866 GRE IELD,NY 12833 � ; � 518-469-8001 5 J,8-583-2274 � � � � �� ; APPLICANT ; � BRIAN PALMATEER � ; 374 WILTON ROAD '; � GREENFIELD,NY 12833 � ; 518-583-2274 ; � i ; Application Date: OS/04/2016 Permit Issued By:MC Permit Fee: $395.00 ; � � � � � � � Comments/Conditions: ATTACHED TO BUILDING PERMIT#20150175 ISSUED 3-5-2015 � � � � � � � � i � � � � � � � � � � � � � i � � � � � � � � � � � � � � � � � � � � /� � � %' "` �--� �---- � � - � � Assistant Buil ' g Inspector i � � �-------��--�-----�-�-----------��----��--�-------------.._..-------------�---�-��-------�---�-��--------------._.._.._.._..----------------.._.._..------�-----------------------.._.._.._..-----------------------------.� ✓� h � **� ��"� �"; ., City of Saratoga Springs �� 6'' 'n � �` �- BUILDING DEPARTMENT �y',.Jtet��. ,Y �'W�.;.b�" CITY HALL-474 BROADWAY-SARATOGA SPRINGS,NY 12866 PHorvE 518-587-3550 - F,vc 518-580-9480 APPLICATION FOR PLUMBING PERMIT Application is hereby made for the issuance of a permit for the installation, alteration or repair of a plumbing system (including any part thereof) within a building or structure on private property in the City of Saratoga Springs, pursuant to Chapter 171 of the Code of the City of Saratoga Springs. The owner and contractor agree to comply with all applicable provisions of the "Plumbing Code of New York State, and agree to arrange for authorized City inspectors to enter the premises for all required inspections. The following shall also apply: 1. APPLICATION MUST BE FILLED OUT COMPLETELY. Signature of property owner is required. Signature of the master plumber is required, along with the cost of the plumbing work. As needed, plans and/or schematics of the proposed plumbing system(s) shall accompany this application. 2. The appropriate permit fee, as calculated on page two of this form (check made payable to Commissioner of Finance), must accompany application. 3. Plumbing work for which this permit application is made shall not commence prior to permit issuance. Minimum 24-hour notice is required for all inspections. 4. Required inspections may include, but are not limited to: (a) A pressure test on piping of the potable water supply system prior to covering or concealment; test pressure shall be equal to at least the maximum pressure at which the piping is to serve. (b) Water pressure test(s) on building drains, drainage and vent piping, prior to covering or concealment; test pressure shall be equal to at least a 10-foot column of water. 5. Liability insurance coverage: (a) For general contractors acting in the capacity of a general contractor. a Certificate of Insurance on an ACCORD form with Commercial General Liability Insurance of One Million Dollars ($1,000,000) per occurrence aggregate naming the City of Saratoga Springs as an Additional Insured and Certificate Holder; (b) For homeowners with no contractor participation in the project: proof of homeowners insurance evidencing General Liability in the amount of Three Hundred Thousand Dollars($300,000; and (c) All Applicants must provide proof of NYS Statutory Workers Compensation, Employer's Liability and Disability Insurance or a waiver of same as determined by the NYS Workers Compensation Board. (d) Copy of the master plumber's license REVISED 1-21-15 ` � '� CALCULATION OF PERMIT FEE FOR INSTALLATION OF PLUMBING WORK 1. BASIC CHARGE BY OCCUPANCY TYPE: A. PERMANENT: #OF DWELLING UNITS � X $30.00 PER UNIT = 1 �� B. TRANSIENT: #OF SLEEPING ROOMS X $30.00 PER ROOM= C. COMMERCIAL: #OF TENANT SPACES P�%X $75.00 PER SPACE_ - D. ALL OTHERS: #OF BUILDINGS X $75.00 PER BUILDING= 2. INDICATE QUANTITIES OF EACH FIXTURE AND/OR PLUMBING COMPONENT BELOW TO DETERMINE FEES IN �'' ADDITION TO THE BASIC CHARGES: = �� € � 5 I WATER CIOSET �( I ° BIDET � � URINAL LAVATORY BATHTUB WITH OR WITHOUT SHOWER SHOWER STALL SHOWERS GROUP -PER HEAD . SERVICE SINK � KITCHEN SINK LAUNDRY TRAY DISHWASHER HOSE BIBB DENTAL UNIT DENTALLAVATORY DRINKING FOUNTAIN FLOOR DRAIN WASHING MACHINE CONNECTION HOT WATER TANK HOT TUB OR JACUZZI ROOF DRAW OTHER E. TOTAL#OF FIXTURES AND/OR COMPONENTS: 6 �. X $5.00 PER ITEM= ��_ 3. ADD ALL DOLIAR AMOUNTS IN THE FAR RIGHT COLUMN FOR ITEMS A,B,C,D&E TOTAL FEE AMOUNT = � � �S � G REVISED 1-21-15 c. �� !M� . APPLICATION FOR PLUMBING PERMIT r ��io�,y� ��,.r rs wg ,y o . �., . .� �, ':, �` y t t� ; r�� xc,��at��or'�I�for�iatro�� ' 2 ` ,� � , , � o�� ;�y�sz�k�. . *`Y 7� <. ��.��1 �.� �' � � ` �- � �' �,, ;,,<.. < T`AX i D# , ,JO�SIT�ADDRESS�/�� i'1�9�"`�� COST OF PLUMBING WORK$ 1 i `�� a `<'I�RUPERT�Y'OWNER INFO EfTi N ` � �l ��V�/NER��`G��E �� I—�� PHONE �� .. �ADDD�R{E'SS r � yI ri�i� �A��e�t�'' �° � . ` � x� a�� !�Y' �RI :' ��P � �. �` k � ; q �� ` �.��n�i�' •. , Z� � :` ER�S. G' lTl1RE �D�ATE � �• �Pl�(IlN�ih�G,.C�0I�T12A'��70R�IN�'ORMATION { ..r r : ;: . . ' ^ K ..�4 ::. � . .. . . .'. .: ��' '. ��'. �JI�:/� � �. � ` y � �CS)MPANY�NAME ��"'�.�A� Q.��..w�� PHONE � �.�� A��R�ss k�''�� /�.l �[�� `� Fax < h �`a�;. < �� i�� .d `4��.4 R.��".::is.�� rk .'� :� $ .t 'S..., . �k 5 �;�.,. ��'��i��^�'�s'�f�`��x.sK. kr. t�,,,.1'.•� � ..'^ �� '^ � � � .�F r ,� Nsr��z�. e "'F� �" �':. .r a- �' - ��f+^JI+�� r'' �.�t ' MA�ST�E�PL4JMBER ` r . �> '`t ' '� . � ; �"�,,��+1, � r �_ �� , r � , PLU BER S SIGNATURE.;' `D�A7E ` - k'�'�'�S „ �W ."'� i�y�� * �'�'rp„y��.. �� .,,'��x�'k x�. �� ,n��'��'��*�'��t-��"-.s��. .. � .:` �' £��$�t ��` �� -� �r�� .�.Y��S _ . � �� > � � " '�� k x.3t.s,�s �� i.a �ST.�rs�l�✓ r� E`3 x 1I �Ct7 F�R �x: . � . +y� ..,�,��s'�"� . � z�y .� !�iE.c.� P.' ,Y�,�' P v��'} "�r,. J��'. ��.. f„�&' �' -.'"S�C` � #� . '� 'S' �s�y t �:' �+_e�' ,��i�'� r�� x.�. K€ �'� � � � �.v �i�=.` The Individual filing this application,to the fullest extent provided by law,shall indemnify and save harmless the City of � Saratoga Springs, its Agents and Employees (heteinafter referxed to as "City"), from and against all claims, damages, . losses and expense(including,Uut not limited to,attomeys'fees),arising out of or resulting from the performance of the wotk covered by this building permit application, sustained by any person or petsons, psovided that any such claim, damage, loss or expense is attriburable to bodily injury, sickness, disease, or death, or to injury to or destruction of propecty caused by the tortuous act oc negligent act or omission of Applicant,its contractor or its employees ot anyone foz whom the Contractor ia legally liable or Subcontractors. REVISED 1-21-15 � Job Truss Truss Type � pty Ply 168 Jefferson St '�.�-6040193B - � FO7 Floor 19 1 �� , � � Job Reference o tional , lUrfnr2rsal Forest Products,5631 S.NC 62,Budington,NC � � Run:8.030 s Oct 5 2016 PrinC 8.030 s Oct 5 2016 MiTek Industries,Inc. Thu Apr 27 08:35:39 2017 Page 1 -� � ID2bctmuSc8c7246oWUm6rodzMbtH-7qWTJjONyCYeNeGtwS_SNnMYcY?EaAZgghOBFuzMal 0-1-8 H, 2-s a , , 1-�9-8 _� �p_1_g � . s�a�1,�z. 6rB= 3W= 3W= 3K6 FP= 6�8= ��. 1 � 2 3 6 5 6 ] B 9 10 � � � 16 15 14 13 12 3�= 4R12= 3rA= 3x12 MT18H FP= 4x12= 3�B= 1.Sic4 SP= 20-3-5 , ' 20-3-8 Plate Offsets X -- 1:Ed e 0-0-12 4:0-1-8 Ed e 11:0-5-0 Ed e 14:0-1-8 Ed e 17:0-6-8 Ed e 18:0-1-5 0-0-12 19:0-1-8 0-0-12 LOADING(psf) SPACING 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 . TC 0.67 Vert(LL) -0.40 12-14 >605 480 MT20 197/144 TCDL 10.0 LumberDOL 1.00 BC 0.84 Vert(Cn -0.6212-14 >387 240 MT18H 197/144 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(C� 0.08 11 Na Na BCDL 70.0 Code IRC2015/TPI2014 Matrix-S Weight:79 Ib FT=0%F,0%E LUMBER- BRAqNG TOP CHORD 2x4 SPF 2100F 1.SE(flat)'ExcepY TOP CHORD Structural wood sheathing directly applied or GO-0 oc purlins, except end verticals. T2:ac4 SPF No2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SPF 2100F 1.SE(flat) WEBS 2x4 SPF No2(flat) REACTIONS. (Ib/size) 17=1196/0-SS (min.0-1-8),11=1196l0-3-8(min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)w less except when shown. TOP CHORD 2-3=-3402/0,3-4=-3402/0,4-5=-4307/0,5-6=-4307/0,6-7=-3435/0,7-8=-3435/0,8-9=-3435/0 BOTCHOFD 16-17=0/2007,15-16=0/4307,1415=0/4307,13-14=0/4174,12-13=0/4174,11-12=0/2018 WEBS 9-11=-2273/0,2-17=-2260/0,&12=0/1607,2-16=0/1583,3-16=-275/54,6-12=-839/0,4-16=-1213/0,6-14=-204/573 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)NI plates are MT20 plates unless otherwise indicated. 3)All plates are 1.Sx4 MT20 unless otherwise indicated. 4)Bearing at joint(s)17,11 wnsiders parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity oi bearing surface. 5)This truss is designed in axordance with the 2015 International Residential Code sections R502.11.1 and R802.102 and referenced standard ANSIlTPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each Vuss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at Iheir �outer ends or restrained by other means. LOAD CASE(S) Standard `; ��pF NEt�Y '�P OPHER G .�'SS � `y� . � � U� ^ � r � �. .... - C) i; -� .... �'Z 4k.�� 2 � it .. �� sssaa �� AR��ssto�P Job Truss Truss Type � ary Ply 168 Jeflerson St � ' 16040193B � FO1L GABLE � 5 1 Job Reference o tional Universal Forest Products,5631 S.NC 62,Burlington,NC � Run:8.030 s Oct 5 2016 Print:8.030 s Oct 5 2016 MiTek Industries,Inc.Thu Apr 27 08:35:39 207 7 Page 1 ' I D 2bctmuSc8c7246o W Um6rodzMbtH-7q WTJjONyCYeNeGrivS_SNnMgTYC W aHUggh06 FuzMal o-H s o-H 8 a Scale�1:�2. � 3R6 FP= 2Cr II 1 2 3 4 5 fi ] B 9 10 ' 11 12 � 26� 26 23 72 21 2p 19. 1B f] 16 15 14 13 ' 3x4 II � 3fi FP= 3ra II , 2-0-0 4-0-0 , 6-0-0 8-0-0 , 10-0-0 , 12-0-0 , 14-0-0 16-0-0 , 18-0-0 20-3-8 , ' 2-0-0 ' 2-0-0 ' 2-0-0 ' 2-0-0 ' 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 2-3-8 Plate Offsets X -- 1:Ed e 0-412 12:0-1-8 Ed e 25:0-1-8 0-0-12 26:0-1-8 0-472 LOADING(psi) SPAGNG 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.16 Vert(LL) Na - n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.05 Vert(C� Na - Na 999 BCLL 0.0 Rep Stress Ina YES WB 0.03 Haz(C� 0.00 13 n/a n/a BCDL 10.0 Code IRC2015lTPI2014 Matrix-R Weight:64 Ib FT=0%F,0%E LUMBER- BRAqNG TOP CHORD 2x4 SPF No.2(Flat) TOP CHORD SVuc[ural wood sheathing directly applied or 6-0-0 oc purlins, except end verGcals. BOT CHORD ?x4 SPF No2(8at) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bradng. WEBS 2x4 SPF No2(flat) OTHERS 2x4 SPF No2(flat) REACTIONS. All bearings 20-3-8. (Ib)- Max Grav All reactions 250 Ib or less at joint(s)24,13,23,22,21,20,19,18,17,16 except 14=260(LC 1) FORCES. (Ib)•Mau.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. � NOTES li 1)All plates are 1.5x4 MT20 unless otherwise indicated. �' 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face ar securely braced against lateral movement(i.e.diagonal web). 4)Gable sNds spaced at 2-0-0 oc. 5)Bearing at joint(s)24,13 considers parallel to grain value using ANSIlTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)This truss is designed in accordance with the 2015 Intemational Residential Code sections R502.11.1 and R802.102 and referenced staruiard ANSI/TPI 1. 7)Recommend 7x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each Vuss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard ��o� NE�,r g'�P qOQ�E�G Q'Q,� �5 ��- � V� ; � r � m :t_.t.. s �� ,��:�: �c� ssaoa L� ` AR�FEssto��' Job Truss Truss Type � - pty Ply 168 Jefferson St 16040193B F02 Floor Girder 6 1 - Job Reference o tional Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Oct 5 2016 Print:8.030 s Oct 5 2076 MiTek Industries,Inc. Thu Apr 27 08:35:41 2077 Page 1 � I D 2bctmuSc8c7246oW Um6rodzMbtH-3CdDkP2eTpoLcyQG2tOwSCSqU Mjq2?9z8?tl KnzMal W 0-1-8 H i 2-6-0 i �9-� 1-�3-� 1-�� 0-u1-8 '$cale•193. I 3Yi FP= 3rb FP= 1.S�W= 6x12MT18M= 6k6= 5z611 MSH626 ]r12MT1BH= 1.Sxd= 1 2 3 , 6 5 6 ] B 9 10 11 12 � � W WS 23 9 �d 20 19 18 /7 16 15 ib 6 E= 6v18= 6�II _5�6 I I 3x12 MT1BH FP= 6xi6 MT19H= � 3x12 MT18H FP= Ba12= , 16-4-4 , 20-3-8 , 16-4-4 3-11-4 Piate Offsets X -- 5:0-1-8 Ed e 6:0-30 0-0-0 13:1-1-0 Ed e 17:0-3-0 Ed e 21:0-6-8 Ed e 22:0-1-5 0-0-10 23:0-1-8 0-0-10 LOADING(psf) SPACINGr 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.90 Vert(LL) -0.39 16-17 >623 360 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.77 Vert(C� -0.60 16-17 >401 240 Nff18H 197/144 BCLL 0.0 Rep Stress Ina NO WB 0.72 Horz(Cl� 0.07 13 Na Na BCDL 10.0 Code IRC2015(fP12014 Matrix-S Weight:1391b FT=0%F,0%E LUMBER- BRAGNG- TOP CHORD Dc4 SPF No.2(flat) TOP CHORD SVuctural wood sheathing directty applied or 4-1-0 oc purlins, except end verticals. BOT CHORO 2x4 SP 2700F 2.OE(flat)'Ezcept' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bradng. 81,84:2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SPF No.2(flat) REACTIONS. (Ib/size) 21=1613/0-5-8 (min.0-1-8),13=2972/0-3-8(min.0-2-0) FORCES. (Ib)-Mau.Comp./Man.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-5362/0,&4=-5362/0,45=-5362/0,5-6=-7631/0,&7=-7631/0,7-8=-8678/0,&9=-8678/0,9-10=-8678/0,10-11=-8291/0 BOTCHORD 20-21=0/3054,19-20=0l7631,1&19=0/7631,17-18=0/7631,16-17=0/8622,15-16=0/8291,1415=0/8291,13-14=0/5731 WEBS 11-13=-6376/0,2-21=3376/0,2-20=0/2569,7-16=0/356,5-20=-2705/0,7-17=-1478l0,5-18=0/552,6-17=0/284,10-14=-2582/0,10-16=0/522, 11-14=0/3604 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x6 MT20 unless otherwise indicated. 4)Bearing at joint(s)21,13 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capaaty of bearing surface. 5)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.102 and referenced standard ANSUTPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)Use USP MSH426(With 16d nails into Girder&16d nails into Truss)or equivalent at 16-4-4 from the left end to connect truss(es)F70(1 ply 2u4 SPF)to back face oi top chord. 8)FII all nail holes where hanger is in contact with lumber. 9)In the LOAD CASE(S)section,loads applied ro the tace of the Wss are noted as front(F)or badc(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Piate Inaease=1.00 I Uniform Loads(plf) I Vert:13-21=-20,1-12=•100 i Concentrated Loads Qb) ', Vert:10=2192(B) ��pF NEyy y ��P ,�p4NER G �'Q �g 2� . �t �¢ ; �k r � n � m =- ? Zs :nii.:a"l �� sssoa � �� ARpFESS1�NP Joh Truss Truss Type . �ty Ply 168 Jefferson St 760407936 F02L GABLE 1 7 ' Job Reference o tional Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Oct 5 2016 Print:8.030 s Oct 5 2016 MiTek Industries,Inc. Thu Apr 27 06:35:47 2077 Page 1 � ID2bctmuSc8c7246oWUm6rodzMbtH3CdDkP2eTpoLcyQG2tOwSCS0AMu62A z8?tlKnzMaIW o-H 8 Scale�1 J3.1 �� 3r6 FP= 1 2 3 4 5 6 7 8 9 10 1 I 12 13 � � /r p d 26 25 26 23 T2 21 20 19 18 1] 16 15 10 3W II 3�6 FP= 2-0-0 4-0-0 6-0-0 8-0-0 10-0-0 12-0-0 14-0-0 16-0-0 18-0-0 20-0-0 21-0-0 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 1-0-0 PlateOffsets X -- 1:Ed e0-0-12 z�:ai•aaa�z LOADING(psf) SPACING 2-0-0 CSI. DEFI.. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.15 Vert(LL) Na - Na 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.04 Vert(C� Na - Na 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(C� 0.00 14 n/a Na BCDL 10.0 Code IRC2015lfP12014 Matrix-R Weight:66 Ib FT=0%F,0%E LUMBER- BRAqNCr TOP CHORD 2x4 SPF No.2(flat) TOP CHORD SVuciural wood sheathing directty applied or 6-0-0 oc purlins, except end ver6cals. BOT CHORD 2u4 SPF No2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 x bradng. WEBS 2x4 SPF No2(flat) OTHERS 7x4 SPF No.2(Flat) REJ►CT10NS. All bearings 21-0-0. (Ib)- Max Grav All reactions 250 Ib or less at joiM(s)26,14,24,23,22,21,20,19,18,15 except 25=251(LC 1),16=250(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed hom one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 2-0•0 oc. 5)Bearing at joint(s)26 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capadry of bearing suAace. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.102 and referenced standard ANSI/TPI 1. 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each Vuss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard ��oF n,E�,r '�� pPNE�G �'p � �5� r Z¢ � V � : * r � u1 � .;,:. tu �, �:f-.� �z ss3o$ � �� p��ESStO�P Job Truss Truss Type � ary Ply 168 Jefferson St 160401936 F03 Floor 16 1 Job Reference o tional Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Oct 5 2016 Print:8.030 s Oct 5 2016 MiTek Industries,Inc.Thu Apr 27 08:35:42 2077 Page 1 � ID2bctmuSc8c7246oWUm6rodzMbtH-XPBcx12GE7wCE6?SbaX9_P_7AIOgnYl6MfdrsDzMal 0-1-8 H � 2-s-o oHs Scale.,25. 1.Sxs II I.Sxd= 3W= 1.Sx4 II 3x6= 1.Sx4 I� 3�fP= 36= 3�W II 1 2 3 6 5 3R6— 6 ] B 9 1� 2 � L 15 1< 13 12 11 10 3�= 1.Sr6 II 3z12 MTiBM FP= 3�3= �= 1.Sxd II �5- I 16-2-�p I �6'2-V Plate Of(sets X -- 1:Ed e 0-0-12 4:0-1-8 E e 5:0-1-8 Ed e 16:0-48 Ed e 17:6�1-8 0-0-12 LOADING(psf) SPACING 2-0-0 CSI. DEFI. in (Ix) Udefl Ud PLATES GRIP TCLI 40.0 Plate Grip DOL 1.00 TC 0.39 Vert(LL) •0.14 14 >999 480 MT20 197/144 ', TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(C� -024 15-16 >801 240 MT18H 197/144 BCLL 0.0 Rep Stress Ina YES WB 0.36. Horz(C� 0.05 10 Na n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Weight:671b FT=0%F,0%E LUMBER- BRAGNG- ��i TOP CHORD 2u4 SPF No.2(flat) TOP CHORD SVuctural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. ', BOT CHORD 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SPF No.2(flat) REACTIONS. (Ib/size) 16=951/0-5-8 (min.0-1-8),10=957/Mechanical FORCES. (Ib)-Mau.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 23-2506/0,34=250&/0,4-5=-2799/0,5-6=-2506l0,6-7=-2506/0,7:8=-2506/0 BOT CHORD 15-16=0/1542,1415=0/2799,13-14-0/2799,12-73=0/2799,11-12=0/2799,10-11=0/1544 WEBS 8-10=-1747J0,2-16=•1735/0,8-11=0/1092,2-15=0/1094,611=-267/0,3-15=-269/0,5-11=-481/42,4-15=-481/42 NOTES 1)Unbalanced Noor live loads have been considered for this design. „ 2)All plates are MT20 plates unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)Bearing at joint(s)16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.102 and referenced standard ANSUTPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each Vuss with 3-tOd(0.131"X 3")nails. SVongbacks to be attached to walls at their outer erxis or restrained by other means. 7)CAUTION,Do not erec[truss backwards. LOAD CASE(S)Standard ��pF NEbyY �j'�P qpPNERG �'Q.r `�j R,. . 7k V�¢ ; �C r � ttt 2 «�>.:�_��. z � �� S630S ti� AR�FESStO�P Job Truss Truss Type , Qry Pty 168 Jeflerson St 760401936 , F03L GABLE 1 7 ', Job Reference o tional Univeisal Forest Products,5631 S.NC 62,Burlington,NC . Run:8.030 s Oct 5 2076 Print:8.030 s Oct 5 2016 MiTek Industries,Inc. Thu Apr 27 08:35:43 2017 Page 1 ' I D2bctmuSc8c7246oW Um6rodzMbtH-?bl_943u?Q23rGae9120XdXMg9ad W4UGbJMOOfzMal � 1---1- s�a_i:,o. � 1.SW II � iq II � . 3 IXi II 4 lYi II I Tt � � � 9 10 1Yl= ' . 1Xi= W I ST1 STI W t ' �� BL1 81 8 � 6 5 3�w II Lo II 1Ki II 3w II 2-�-� 4-�-� �J-�-� �I 2-0-0 2-0-0 1-7-0 Plate OHsets X -- 1:Ed e 0-0-12 LOADING(psf) SPACING 2-0-0 CSI. DEFI. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.15 Vert(LL) Na - Na 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.04 Vert(C� Na - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(C� 0.00 5 Na Na BCDL 10.0 Code IRC2015lTPI2014 Matrix-R Weight:21 Ib FT=0%F,0%E LUMBER- BRAqNG TOP CHORD 2x4 SPF No.2(flat) TOP CHORD Structural woaf sheathing directly applied or 5-7-0 oc purlins, except end ver6cals. BOT CHORD 2x4 SPF No.2(Nat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No2(flat) REACTIONS. All bearings 5-7-0. (Ib)- Max Grav NI reactions 250 Ib or less at joint(s)8,5,6 except 7=251(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All(orces 250(Ib)or less except when shown. NOTES 1)Gable requires continuous bottom cFwrd bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 2-0-0 oc. 4)Bearing at joint(s)8,5 considers pazallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)This Vuss is designed in accordance wdh the 2015 International Residential Code sections R502.11.1 and R802.102 and reterenced standard ANSUTPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with&10d(0.131"X 3")nails. Svongbacks to be attached to walls at their outer ends or resVained by other means. LOAD CASE(S)Standard ��pF NE(�y �'�P ,�pPHER G O�ir `5 .�. � V�$ � � r � n _ � . � t�Z� ,},.:�=J �2 5630$ ? V� AR°�EsstoNP Job Truss Truss Type Qry Ply 168 Jefferson St 760401938 � F04 Floar 1 � 1 Job Reference o tional � Universal Forest Products,5631 S.NC 62,Burlington,NC qun:8.030 s Oct 5 2016 Print:8.030 s Oct 5 2016 MiTek Industries,Inc.Thu Ap�27 08:35:44 2017 Page 1 � ID2bctmuSc8c7246oWUm6rodzMbtH-TnJMM�4WmkAwTP9rj?ad3q4MOZiTFPAPqz6yw5zMal 0-1-8 H� 2-6-0 '�� -�6-�3 0-�1-8 � —� 1:42. 6k6= 3xs= 3xd= . 3>8 F�= 5�= 3x6 II 6xd= 3x6= �� 1 2 3 6 5 6 ] 8 9 10 11 12 13 � :�� a � z, zo ,s ,e 3>8= dv8= 3x6= 1x12= 3v6 FP= - 3x12= 2r5 II 3a6= 20-1-8 26-3-8 20-1-8 6-2-0 Plate OHsets X -- 1:Ed e 0-0-12 6:0-1-8 E e 11:0-1-8 Ed e 12:0-1-8 Ed e 16:0-1-8 Ed e 21:0-1-8 Ed e 23:0-68 Ed e 24:0-1-8 0-0-12 25:0-1-8 0-0-12 LOADING(psf) SPACING 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.79 Vert(LL) -0.39 21-22 >608 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.90 Vert(C� -0.62 21-22 >384 240 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(C� 0.05 17 Na Na BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Weight:105 Ib FT=0%F,0%E LUMBER- BRAqNG- TOP CHORD 2x4 SPF 2100F 1.8E(Flat)'ExcepY TOP CHORD SVuctural wood shea[hing direc[ly applied or 6-0-0 x purlins, except end verticals. T2:2x4 SPF No2(flat) BOT CHORD Rigid ceiling direcdy applied or 6-0-0 oc bracing. BOT CHORD 2x4 SPF 2100F 1.BE(flat)'Except' B2:2x4 SPF No.2(flat) WEBS 2x4 SPF No2(flat) — REACTIONS. (Ib/size) 23=1061/0-5-8 (min.0-1-8),14=125/6-3-8 (min.a1-8),17=2218/&3-8 (min.a1-8),16=-596/6-3-8 (min.0-1•8),15=554/6-3-8(min.61-8) Max Upliftl4=-125(LC 1),16=-596(LC 1) Max Grav23=1061(lC 1),17=2218(LC 1),15=554(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=2931/0,34=-2931/0,4-5=-3215/0,5-6=-3215/0,6-7=-1943/0,7-8=-1943/0,8-9=-1943/0,9-10=0/1831,10-11=0/1831,11-12=0/490 BOT CHORD 22-23=0/1766,21-22=0/3416,20.21=0/3215,19-20=0/3215,1&19=0/332,17-18=0/332,16-17=-490l0,15-16=-490/0,1415=-490/0 WEBS 10-17=289l0,2-23=-1988/0,9-17=-2442/0,2-22=0/1323,9-19=0/1828,422=550l0,6-19=-1436/0,4-21=-404/230,6-20=0/251,12-14=0/556, 11-17=-1506/0,11-16=0/567,12-15=-477/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2j All plates are 1.5x4 MT20 unless otherwise indicated. 3)Bearing at joint(s)23,14 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing sur(ace. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 125 Ib uplift at joint 14 and 596 Ib uplift at joint 16. 5)This truss is designed in acwrdance wdh the 2015 International Residential Code sections R502.11.1 and R802.102 and referenced standard ANSI(TPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each Vuss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss badcwards. LOAD CASE(S)Standard ��o� NE�r ,<<'' OpNER G Q'S5 - cj \5� � �t ��¢ ; �r r � ttt fi2 t�..:4-,'�J 2 � ��., S630a Q. A�dFESS10�� Job Truss Truss Type � � �Qry Ply 168 Jefferson St � 16040193B F04L GAB�E t � � 1 1 I Job Reference o tional Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Oct 5 2016 Print:8.030 s Oct 5 2016 MiTek Industries,Inc. Thu Apr 27 08:35:45 2017 Page i � ID:2bctmuSc8c7246oWUm6rodzMbtH-x_tkZm58X21n5Zk1 Hj5sc2chEzF9_?Z3drVTYzMaIS ��j8 ON8 s�a.,:n. 1 1.Sx4 II 2 3 4 5 61.Sz4 I� � 13 16 �� T T � 12 11 10 9 8 � 3rA II 3K4 II 2-0-0 4-0-0 6-0-0 8-0-0 g_g_g I! 2-0-0 2-0-0 2-0-0 2-0-0 1-9-8 �� Plate Of(sets X -- 1:Ed e 0-0-12 I LOADING(psf) SPAGNG 2-0-0 CSI. DEFL in (Ix) Udefl Vd PLATFS GRIP TCLL 40.0 Plate Grip DOL 1.00 TC OJS Vert(LL) Na - Na 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.04 Vert(C� Na - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(C� 0.00 7 Na Na ' BCDL 10.0 Code IRC2015lTPI2014 Matrix-R Weight:33 Ib Ff=0%F,0%E � LUMBER- BRAqNG TOP CHORD 2x4 SPF No2(flat) TOP CHORD SVuctural wood sheathing directly applied or&0-0 oc purlins, except end verticals. BOT CHORD 2x4 SPF No2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bradng. WEBS 2x4 SPF No.2(flat) OTHERS 2u4 SPF No.2(Flat) REACTIONS. All bearings 9-9-8. (Ib)- Max Grav All reactions 250 Ib or less at joint(s)12,7,11,10,9,8 � FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)m less except when shown. NOTES 1)All plates are 1x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 2-0-0 oc. 5)Bearing at joint(s)12,7 considers parallel to grain value using ANSIlTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.102 and referenced standard ANSUTPI 1. 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and(astened to each huss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S)Standard V �� NEW y ��CP ,�pPNEt�G �'�i \5 � �C �� f ; 1� r � �yN '��-. �,c ' 5634� � v� �R�fiessto�P Job Truss Truss Type - Qty Ply 166 Jeflerson St � 160407938 FOS Floor 4 1 ^ � Job Reference o tional Universal Forest Products,5631 S.NC 62,Burlington,NC ' Run:8.030 s Oct 5 2016 Print:8.030 s Oct 5 2016 MiTek Industries,Inc. Thu Apr 27 08:35:45 2017 Pa�ge 1 , ID2bctmuSc8c7246oWUm6rodzMbtH-x_tkZm58X21n5Zk1 Hj5sc2cXzz1 V_q1Z3drVTYzMaIS 0-i-8 H� 2--6-� � 1-�-�0 0-1-8 s�a�,:<,. Sv12 Mi18H= 3v6= 3W= 3x6=3>8 FP= - 3�= Sx12 MT18H= 1 2 3 6 5 6 7 8 9 10 11 12 13 � � 21 20 19 18 1] 16 15 dR12= Sa�2= 3�= 3x12 MTiBH FP= 3�B= Sx12= dr12= 3x12 MT18H W8= I 2r�6-3r�-8p I ' G6-J-O Plate Offsets X •- 1:Ed e 0-0-12 6:0-1-8 Ed e 7:0-1-8 Ed e 14:0-9-0 Ed e 22:0-10•8 Ed e 23:0.1-8 0-0-12 24:0-1-8 0-0-12 LOADING(psf) SPACING 2-0-0 CSI. DEFL. in (loc) VdeFl Vd PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.80 Vert(LL) -0.71 18 >439 360 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.91 Vert(C� -1.07 16-18 >293 240 MT18H 197/144 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(C� 0.17 14 Na Na BCDL 10.0 Code IRC2015(TPI2014 Matrix-S Weight:106 Ib FT=0%F,0%E LUMBER- BRAGNG TOP CHORD 2x4 SPF 2100F 1.BE(flat) TOP CHORD Structural wood sheathing directly applied or 4-2-11 oc purlins, except end verticals. BOT CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2(flat) OTHERS 2u4 SPF No2(flat) ' REACTIONS. (Ib/size) 22=1556/0-5-8 (min.0-1-8),14=1556/03-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All(orces 250(Ib)a less except when shown. TOP CHORD 2-3-4784/0,34=4784/0,45=-7109/0,5-6=-7109/0,E7=-7392/0,7-8=-7125/0,8-9=-7125/0,9-10-7125/0,10-11=-4784/0,11-12=-4784/0 BOT CHORD 21-72=0/2697,20-21=0/6194,19-20=0/7392,18-19=0/7392,17-18-0/7392,16-17=0l1392,1516=0/6192,1415=0/2696 - WEBS . 12-14=-3038l0,2-22=-3039/0,12•15=0/2370,2-21=0/2369,10-15-1597/0,4-21=-1599/0,10-16=0/1059,4-20=0/1039,9-16=-299/0, 520=-272/0,7-16=-739/289.6-20=-737/246 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Atl plates are MT20 plates unless otherwise indicated. 3)All plates are 1.Sx4 MT20 unless otherwise indicated. 4)Bearing at joint(s)22,14 considers parallel to grain value using ANSI/TPI t angle to grain formula. Building designer sFauld veriy capacity of bearing surface. 5)This truss is designed in accordance with the 2015 International ResidenGal Code sections R502.11.1 and R802.102 and re(erenced standard ANSIlfPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with&10d(0.131"X 3")nails. SVongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard � ��pF N E t�y Y , �'�P �041-tiER Ci �'Q,r �.°s 't` �k �� ; �t r � � ,_1i_ � Z�, �x.:fi-� �? S630a � �� AR�FESSI��P Job Truss Truss Type Qry Ply 768 Jefferson St 16040193B F05L GABLE 2 1 1 Job Reference o tional Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Oct 5 2016 Print:8.030 s Oct 5 2016 MiTek Indust�ies,Inc. Thu Apr 27 08:35:46 2017 Pa�ge 1 I D 2bctmuSc8c7246o W U m6rodzMbtH-PAR6n66m1 L�eijJDq�c59 F9su NbAjR Ei HHb3?_zMaIR 0-H-8 o-H 8 Scale•173. � 3x6 FP= I 2 3 d 5 6 ] 8 910 11 12 13 � pgld Z6 25 26 Zi 22 21 20 19 18 17 16 15 id 3x6 II - - 3�5 FP= 3xd II � 2-0-0 , 4-0-0 , 6-0-0 8-0-0 , 10-0-0 , 12-0-0 , 14-0-0 16-0-0 18-0-0 , 20-0-0 ,21-0-0, 2-0-0 ' 2-0-0 ' 2-0-0 ' 2-0-0 ' 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 1-0-0 PlateOHsets X — 1:Ed e0-0-12 2�:o-�-saa�2 ze:ai-aaaiz LOADING(ps() SPACING 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.15 Vert(LL) Na - n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.05 Vert(C� Na - Na 999 BCIL 0.0 Rep Stress Ina YES WB 0.03 Horz(C� 0.00 14 n/a Na BCDL 10.0 Code IRC2015/TPI2014 Matrix-R Weight:67 Ib FT=0%F,0%E LUMBER- BRAGNG TOP CHORD 2u4 SPF No.2(flat) TOP CHORD Structural wood sheathing directty applied or 6-0-0 oc purlins, ezcept end verticals. BOT CHORD 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(Flat) REACTIONS. All bearings 21-0-0. (Ib)- Max Grav All reactions 250 Ib or less at joint(s)26,14,25,24,23,22,21,20,19,18,15 except 16=251(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. \ 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 2-0-0 oc. 5)Bearing at joint(s)26,14 considers parallel to grein value using ANSIlfPI 1 angle to grain formula. Building designer should veri(y capacity of bearing surface. 6)This truss is designed in accordance with the 2015 International ResidenGal Code sections R502.11.1 and R802.102 and referenced standard ANSUTPI 1. 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. SVongbacks to be attached to wails at their outer ends or restrained by other means. LOAD CASE(S) Standard ��pF NE�.yyY �j'�P �O4HER G 4�.r �5 � * V� h * r � -,_(1 w Z�, �.:w"`� C� S630a � �� pR�FESSIO�P Job Truss Truss Type �� Qty Ply 166 Jeflerson St 160407938 F06 Floor 11 1 � � - Job Reference o tional ' Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 5 Oct 5 2016 Print:8.030 5 Oct 5 2016 MiTek Industries,Inc.Thu Apr 27 08:35:47 2017 Pa�ge i . ID:2bctmuSc8c7246oWUm6rodzMbtH-uM?V S603fYVKtuP087KhTizUmsKStrrWxKcXQzMaIQ 0-1-8 H , i-�-s � , 1-2-a , � 2-s-o -� �e.,:,o. 3K4= � 1K1 II 2 3 3x6= 6 1Xi II I TI ] �� 9 10 tq= 1X1- W7 yy2 � W3 Wl �t �1 8 1�0 11 1ia lI � 8 7 6 �= 3�= I 5-7-� I S-7'Q i Plate Oftsets X -- 2:0-1-8 Ed e 3:0-1-8 Ed e 8:0-4-8 Ed e LOADING(psf) SPACING 2-0-0 CSI. DEFL in (loc) VdeFl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL) -0.04 5-6 >999 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.38 Vert(C� -0.06 5-6 >999 240 BCLL 0.0 Rep Stress Ina YES WB 0.07 Horz(C� 0.00 5 Na Na BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Weight:26 Ib FT=0%F,0%E LUMBER- BRAqNG TOP CHORD 2x4 SPF No.2(flat) TOP CHORD SVudural wood sheathing directty applied or 57-0 oc purlins, except end verticals. BOT CHORD 2x4 SPF No2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS ?x4 SPF No.2(flat) REACTIONS. (Ib/size) 8=314/0-3-8 (min.0•1-8),5=314/0-3-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3-309/0 BOT CHORD 7-8=0/309,E7=0/309,5-6=0/309 WEBS 3-5=-341/0,2-8=-447/0 . NOTES- � 1)Unbalanced floor live loads have been considered for this design. 2)Bearing at joint(s)8,5 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capadry of bearing surface. 3)This truss is designed in axordance with the 2015 International ResidenGal Code sections R502.11.1 and R802.102 and referenced standard ANSUTPI 1. 4)Recommend 2u6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")naits. Strongbacks to be attached to walls at Iheir outer ends or reshained by other means. LOAD CASE(S) Standard ��pF NEtJy Y ��P ,�oaK�a c :p�P `y �k �� ; � r � W �U, �.«:�' ,�� 2 56308 �'`� > pRdFESS4��A� Job Truss Truss Type � Qty Ply 168 Jeffersan St 16040193B', FO6L GABLE � 1 1 Job Reference o tional Universal Forest Products,5631 S.NC 62,Bwlington,NC Run:8.030 s Oct 5 2016 Print:8.030 s Oct 5 2016 MiTek Industries,Inc.Thu Ap r 27 08:35:48 2017 Pa�ge 1 ID2bctmuSc8c7246oW Um6rodzMbtH-MZZtCo71 qzhMyt ScyreZEgECPAHqBLj?Ib4931zMaIP Scale.1:16. 1 3x611 2 3 6 5 6 �W� Tl T Tt Ti �'� � 12 Ii 10 9 8 ] 3xd II 2-0'0 4-0-� 6'0'� 8-0-0 9'2-8 2-0-0 2-0-0 2-0-0 2-0-0 1-2-8 Plate Offsets X -- 1:Ed e 0-i-8 12:Ed e 0-1-8 LOADING(psf) SPACING 2-0-0 CSI. DEFL.. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.15 Vert(LL) Na - Na 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.04 Vert(C� Na - Na 999 BCLL 0.0 Rep Stress Ina YES WB 0.03 Horz(C� 0.00 7 n/a n/a BCDL 10.0 Code IRC2015lTPI2014 Matrix-R Weight:31 Ib FT=0%F,0%E LUMBER- BRAGNG- TOP CHORD 2x4 SPF No.2(Flat) TOP CHORD Structurel wood sheathing directly applied or 6-0-0 x purlins, except end verticals. BOT CHORD 2x4 SPF No2(Flat) BOT CHORD Rigid ceiling direcHy applied or 10-0-0 oc braang. WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(flat) REACTIONS. All bearings 9-2-8. (Ib)- Max Grav All reactions 250 Ib or less at joint(s)12,7,71,10,9,8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)All plates are 1 x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 2-0-0 oc. 5)This truss is designed in accordance with the 2015 Intemational Residential Code sections R502.11.1 and R802.102 and referenced standard ANSVTPI 1. 6)Recommerd 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends w restrained by other means. LOAD CASE(S) Standard ��pF NEY�}- �e` pPNER G ;�'Q � `5� .��. � �� ; fr r � � , � .«x.:F' ��' ZtP � 5630$ �� ARp�ES54d�P � . Job Truss . Truss Type Qry Ply 168 Jeflerson St 160401936 F07L GABLE 1 1 � � Job Reterence o tional Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 5 Oct 5 2016 Print:8.030 s Oct 5 2016 MiTek Industries,Inc.Thu Apr 27 08:35:49 2017 Page 1 I D 2bctmuSc8c7246o W Um6rodzMbtH-q16FP88fbGpDZ81 o WZ9omunN8adgwoz8zFpjcJzMalO o-H s o-H 8 swie.i as. 3rt FP= 1 2 3 6 5 6 ] 8 9 10 11 12 13 � � 28� 26 25 2d 23 �2 21 20 19 18 1] 16 15 14 3xd II 3W FP= 3a6 II 2-0-0 4-0-0 6-0-0 8-0-0 10-0-0 12-0-0 14-0-0 16-0-0 18-0-0 20-0-0 0-7- 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 -7- PlateOffsets X -- 1:Ed e0-0-12 27:0-1-800-12 28:0-1•80-0-12 LOADING(psf) SPACING 2-0-0 CSI. DEFL. in (Ix) Udeil Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.15 Vert(LL) Na - Na 999 MT20 197/144 TCDL 10.0 Lumber DOl 1.00 BC 0.06 Vert(C� Na - n/a 999 BCLL 0.0 Rep Stress Ina YES WB 0.03 Horz(C� 0.00 14 Na n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-R Weight:661b FT=0%F,0%E LUMBER- BRAqNG TOP CHORD 2u4 SPF No.2(Flat) TOP CHORD Strudural wood sheathing directty applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling direcdy applied or 10-0-0 oc braang. WEBS 2x4 SPF No2(Flat) OTHERS 2u4 SPF No2((lat) REACTIONS. All bearings 20-7-0. (Ib)- Max Grav All reactions 250 Ib or less at joint(s)26,14,25,24,23,22,21,20,19,18,16,15 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)All plates are 1.5x4 MT20 unless othervvise indirated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be(ully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). � ` 4)Gable studs spaced at 2-0-0 oc. 5)Bearing at joint(s)26,14 coruiders parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capaary oi bearing surface. 6)This truss is designed in accordance with the 2015 International Residen6al Code sections R502.11.1 and R802.10.2 aM referenced standard ANSUTPI 1. 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-tOd(0.131"X 3")nails. Strongbacks to be attached to walls at Iheir ' outer ends or restrained by other means. LOAD CASE(S)SWndard ��oF N��,r �,'��` .�apNE�c �'S'.� .5 ��- �k �¢ ; � r � � �., u, � � �Z� ��:.z:� �? s630a � v� pR��'�ss�o�� Job Truss Tmss Type Qry Ply 168 Jefferson St �� 160401936 F08 Floor 2 7 � Job Reference o tional Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Oct 5 2016 Print:8.030 s Oct 5 2016 MiTek Industries,Inc. Thu Apr 27 08:35:49 2017 Page 1 ID2bctmuSc8c7246oWUm6rodzMbtH-q16FP88fbGpDZ81 oWZ9omunEl aUIwhlBzFpjcJzMalO 0-1-8 H� 2-- 6-� � 2-� 5-0 �H-o 0-�17-8 Scalb l 1:33. a�= 3rA= 3x4= 3>6 FP= yx9= 1 2 3 6 5 6 ] 8 9 10 i1 � � 1l 1615 14 13 ' 3ffi= ax12= 3iW= 3x12 MT18H FP= Ox12= 3�_ �d= 21-0-0 21-0-0 Plate Offsets X -- 1:Ed e 0-0-12 12:0-5-0 Ed e 15:0-1-8 Ed e 16:0-1-8 E e 18:0-G8 Ed e 19:0-t-8 0-0-12 20:0-1-8 0-0-12 LOADING(psQ SPACING 2-0-0 CSI. DEFL in Qoc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.73 Vert(LL) -0.34 15 >731 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.63 VeR(C� -0.52 13-15 >478 240 MT18H 197/144 BCLL 0.0 Rep Stress Ina YES NB 0.49 Hwz(C� 0.09 12 Na Na BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Weight:84 Ib FT=0%F,0%E LUMBER- gqpqN� TOP CHORD 2x4 SPF No.2(Flat) TOP CHORD Structural wood sheathing directly applied or 4-4-14 oc pudins, except end verticals. BOT CHORD 2x4 SPF 2100F 1.BE(flat) BOT CHORD Rigid ceiling direcNy applied or 10-0-0 oc braang. WEBS 2x4 SPF No.2(flat) REACTIONS. (Ib/size) 18=1239/45-8 (min.0-1-8),12=1239/0-58(min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3-3587/0,3-4=3587/0,4-5=-4737/0,5-6=-4737/0,6-7=-4737/0,7-8=-3587/0,8-9=-3587/0,9-10=-3587l0 BOT CHORD 17-18=0/2092,1&17=0/4412,15-16=0/4737,1415=0/4412,13-14=0/4412,12-13=0/2093 WEBS 10-12=-2357/0,2-18=-2357/0,10-13=0/1696,2-17=0/1696,7-13=936/0,4-17=-936/0,7-15=86/625,416=-81/624 NOTES 1)Unbalanced Hoor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 1.5x4 MT20 unless otherwise indicated. 4)Bearing at joint(s)18,12 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capadty of bearing surface. 5)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.102 and reterenced standard ANSUTPI 1. 6)Recommend 2u6 strongbacks,on edge,spaced at 10-0-0 oc and(astened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1 ��pF NEI�Y g'��\S.�oP��Rc ��',� � V � � r � mZ, �:.-�� 2 � �� S634g L� AR��ESSIONP Job Truss Truss Type Qry Ply 168 Jeflerson St 160401936 FOBL GABLE 1 7 � � � Job Reference o tional Universal Forest Products,5631 S.NC 62,B��lington,NC Run:8.030 s Oct 5 2016 Print:8.030 s Oct 5 207 6 MiTek Industries,Inc.Thu Apr 27 08:35:50 2017 Page 1 . ID2bctmuSc8c7246oWUm6rodzMbtH-IxgddU9HMax48Kc_3Gg1 JSKYuyufFDICvZG81zMaIN ��{$ . oNs Scale.,135 1.Sx4 II 1 2 3 6 . 5 6 � 8 9 � I� 9 21Y T T T T T T 19 1] 16 15 16 13 12 il 10 3N II 3iw II 2-0-0 4-0-0 6-0-0 8-0-0 10-0-0 12-0-0 14-0-0 14-7-0 I 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 0-7-0 Plate Offsets X -- 1:Ed e 0-0-12 I LOADING(psQ SPAGNG 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLI 40.0 Plate Grip DOL 1.00 TC 0.15 Vert(LL) Na - Na 999 MT20 797/144 TCDL 10.0 Lumber DOL 1.00 BC 0.06 Vert(C� Na - n/a 999 I BCLL 0.0 Rep Stress Ina YES WB 0.03 Horz(C� 0.00 10 Na Na , BCDL 70.0 Code IRC2015/'fP12014 Matrix-R Weight:481b FT=0%F,0%E � LUMBER- BRAqNG- TOP CHORD 2x4 SPF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end ver6cals. BOT CHORD 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 x bracing. WEBS 2x4 SPF No.2(flat) OTHERS 2u4 SPF No.2(flat) � REACTIONS. All bearings 14-7-0. (Ib)- Mau Grav All reactions 250 Ib or less at jaM(s)78,10,17,16,15,14,13,12,11 FORCES. (Ib)-Max.Comp.IMax.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)All plates are 1 x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be futly sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 2-0-0 oc. 5)Bearing at joint(s)18,10 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capadry of bearing suAace. 6)This truss is designed in accordance with the 2015 International Residential Code sedions R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. 7)Recommend 2u6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-tOd(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard ��o� N�W r Gj'�P �O?HER G �'P `5 z� * V¢ � � � r a w . Z� ;sa�_ Z �t:s.. �� S630a Q, AR�fi�sstaNP� Job Truss Truss Type �ry Ply 168 Jefferson St . 160401936 F09 Floor Girder 1 7 Job Reference�o tional Universal Forest Products,5631 S.NC 62,8urlington,NC Run:8.030 s Oct 5 2016 Print:8.030 s Oct 5 2016 MiTek Industries,Inc.Thu Apr 27 08:35:51 2017 Page 1 ID:2bctmuSc8c7246o W U m6rodzMbtH-m7E?qp9v7u3xpUBBdzCGsJsau0980 W FRRZIqgBzMaIM 0-1-8 H' 2�� 6-� �5-�—I F�l i 1-�6-� t-�o-a �i �-�o-o i o-Hs�a.,aa � 3>G FP= 3t6 FP= 1.Sxd= 6z16 MT18H= 6k12= Sx6 II MSH626 ]x12 MT1BH= 1.Sx6= 1 2 3 < 5 6 ] 8 9 10 if 12 13 � W6 W] 26 Id �d 21 - 20 19 18 17 16 15 �9= 6kIB= 3z12MT18MFP= 616= �2MT18HFP= pb= R12= 6t16MT18H= a5 SP= , 16-4-4 21-0-0 , ' 16-4-4 4-7-12 Plate Offsets X - :0-3-0 0-0-0 14:1-1•0 Ed e 19:0-1-8 Ed e 22:0-6-8 E e 23:0-1-8 0-0-10 24:0-t-8 0-0-10 LOADING(ps() SPACING 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.71 Vert(LL) -0.39 1618 >640 360 MT20 197/144 TCDL 10.0 LumberDOL 1.00 BC 0.70 VeR(C� -0.591&18 >419 240 MT18H 197/144 BCLL 0.0 Rep Stress Ina NO WB 0.81 Horz(C� 0.09 14 Na Na BCDL 10.0 Code IRC2015(fP12014 Matrix-S Weight:140 Ib FT=0%F,0%E LUMBER- BRAGNG- I TOP CHORD 2u4 SPF No2(flat) TOP CHORD Strudural wood sheffihing directly applied or 4&11 oc pudirs, except end veRicals. I BOT CHORD ac4 SPF 2100F 1.8E(flat)`Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bradng. I 62:2x4 SP 2700F 2.OE(flat) WEBS 2x4 SPF No2(flat) I REACTIONS. (Ib/size) 22=1716/0-58 (min.0-1-8),14=2954l0-5-8(min.0-2-0) �i FORCES. (Ib)-Mau.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 23=5868/0,3-4=5868/0,4-5=-5868/0,5-6=-9135l0,67=-9135/0,7-8=-9135/0,8-9=-9825/0,9•10=-9825l0,10-11=-9825/0,11-12=-9634/0 BOT CHORD 21-22=0/3275,20-21=0/7769,1g20=0/7769,18-19=0/9135,17•18=0/9667,16-17=0/9667,15-16=0/9634,1415=0/5780 WEBS 12-14=-6413/0.2-22=-3622/0,2-21=0/2884,8-16=0l644,521—2116/0,8-18=1089/0,5-19=0/1835,&19=-483/0,7-18=0/427.11-15=-2446/0, 11-16=-36/280,12-15=0/4590 NOTES 1)Unbalanced fioor live loads have been considered for this design. 2)All plates are MT20 plates unless othervvise indicated. 3)All plates are 3x6 MT20 unless otherwise indicated. � 4)Bearing at joint(s)22,14 considers parallel to grain value using ANSI/TPI 1 angle to grain tormula. Building designer strould verify capacity of bearing surface. 5)This truss is designed in accordance with the 2015 International Residenfial Code sec[ions R502.17.1 and R802.102 and re(erenced standard ANSIlTPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each Vuss with 3-10d(0.131"X 3")nails. SVongbacks to be attached to walls at their outer eMs or restrained by other means. 7)Use USP MSH426(With 16d nails into Girder&16d nails into Truss)or equivalent at 164-4 from the left end to connect truss(es)F10(1 ply 2x4 SPF)to badc face of top chord. 8)Fill all nail holes where hanger is in contact with lumber. 9)In Ihe LOAD CASE(S)section,loads applied to the face ot the huss are noted as front(F)or back(B). LOAD CASE(S)Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 ' Uniform Loads(pli) Vert:14-22=-20,1-13=-100 Concentrated Loads Qb) Vert:11—2192(B) ��pF N E t�y Y ' �j�� ,�OPHER G �'Qt `g .�_ . 7�t Uz� ; '1� r � , �, ut m �. �. � �� t;.L;P: ��\ S630S V� AR�FESSIONP Job Truss Truss Type - Qry Ply 168 Jefferson St 160401938 F09L GABLE � 1 1 �� Job Reference o tional �� Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Oct 5 2016 Print:8.030 s Oct 5 2016 MiTek Industries,Inc.Thu Apr 27 08:35:52 2017 Page 1 I D 2bctmuSc8c7246oW Um6rodzMbtH-EKo019AXu BBnQemNBhj VOW Pubnep791agD2NCezMaIL -� . --t—I- s�.,:,,.i � 1.Sx6 II Z tq 11 3 tq II 4 1.SR6 II ��. � T1 9 10 �d 1A_ 1Ki= W t STl ST1 W t �.. BLt �� B1 III 8 7 6 5 II 3�a II ' 1Xi II tp II 3x0 II , 2-0-0 4-0-0 6-0-0 2-0-0 2-0-0 2-0-0 Plate Ofisets X -- 1:Ed e 0-0-12 LOADING(psf) SPACING 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.14 Vert(LL) Na - n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.04 Vert(C� Na - Na 999 BCIL 0.0 Rep Stress Ina YES WB 0.03 Horz(C� 0.00 5 Na Na BCDL 10.0 Code IRC2015/TPI2014 Matrix-R Weight:22 Ib FT=0%F,0%E LUMBER- BRAGNG TOP CHORD 2x4 SPF No.2(Nat) TOP CHORD SVuctural wood sheathing directly applied or 6-0-0 oc purfins, except end verticals. BOT CHORD ac4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc braang. ` WEBS 2x4 SPF No2(flat) OTHERS 2x4 SPF No2(flat) REACTIONS. All bearings 6-0-0. (Ib)- Max Grav All reactions 250 Ib or less at jant(s)8,5,7,6 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)w less except when sFwwn. NOTES 1)Gable requires condnuous bottom chord bearing. 2)Truss to be fully sheathed trom one face or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 2-0-0 oc. 4)Bearing at joint(s)8,5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capaaty of bearing suAace. 5)This truss is designed in accordance wdh the 2015 International Residential Code sections R502.11.1 and R802.102 and referenced standard ANSVTPI 1. 6)Recommend 2u6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each Vuss with 3-10d(0.131"X 3")nails. SVongbacks to be attached to walls at their outer ends or resVained by other means. LOAD CASE(S)Standard ��pF NEbyY �j'�P ,�pPNER G .,�'pi `g .�. . � V�� r � ? ZN �.�>.—:$' �� s63ds � �� A��FESStoNP Job Truss Truss Type � �ty Ply 168 Jefferson St 16040793B F10 FIoo�Girder 4 1 � Job Reference o tional Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Oct 5 2076 Prin�:8.030 s Oct 5 2016 MiTek Industries,Inc. Thu Apr 27 08:35:53 2017 Pa9e 1 ID2bctmuSc8c7246oWUm6rodzMbtH-iWMmFVB9fVJe2oLZI0EkxkywJBq1 sQZkutnwl4zMaIK , 2-3-6 � s�ae.,:,�. 3x611 MSF1622 6Y12MT18H= MSH6�2 3x611 MSH622 bk12MTI8H= MSH6�2 3a611 1 9 2 10 3 11 d 12 5 1 1 2 W 2 W 1 1 � 8 � 6 6�12= 6�= 6k12= 9'J'O 9-9-0 LOADING(psf) SPACING 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.72 Vert(LL) -0.08 7 >999 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.68 Vert(Cn -0.12 7 >953 240 MT18H 197/144 BCLL 0.0 Rep Stress Incr NO WB 0.83 Horz(C� 0.03 6 Na n/a BCDI 10.0 Code IRC2015lfP12014 Matrix-S Weight:62 Ib FT=0%F,0%E LUMBER- BRAGNG- TOP CHORD 2x4 SPF No.2(fla[) TOP CHORD Sfructural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 SPF No.2(Flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2(flat) REACTIONS. QWsize) 8=2293/Mechanical,6=2277/Mechanical FORCES. (Ib)-Max.Comp./Mau.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-10=5038/0,3-10=-5038/0,3-11-5038/0,4-11=-5038/0 BOT CHORD 7-8=0/3875,6-7=0/3867 WEBS 2-8=4366/0,2-7=0/1319,3-7=-1152/0,47=0/1327,46=-4356/0 NOTES 1)All plates are MT20 plates unless otherwise indicated. 2)Reter to girder(s)for truss to truss connections. 3)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. SVongbacks to be attached to walls at their outer ends or resVained by other means. 5)Use USP MSH422(With tOd nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-10-4 from the left end to 7-10-4 to connect Wss(es)F03(1 ply 2x4 SPF)to badc face of top chord. 6)FII all nail Froles where hanger is in contact with lumber. 7)In the LOAD CASE(S)section,loads applied to the face of the Wss are noted as front(F)or badc(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Inaease=1.00 Uniform Loads(plf) Vert:6-8=-20,1-5=-100 Concentrated Loads(Ib) Vert:9=-857(B)10=-857(B)11=-857(B)12=-857(B) ��pF NE�,yY g'�P .�ap�ER c �'Q �5 � � �t ��¢ ; �t r � � 2 __�l. � � ��e�z:e= �� 56308 ti� ARa��ss�o�P Job Truss Truss Type � �ry Ply 788 Jeflerson St 160407936 F10L GABLE 1 1 Job Reterence o tional Universal Forest Products,5631 S.NC 62,Burfington,NC Run:8.030 s Oct 5 2016 Print:8.030 s Oct 5 2016 MiTek Industries,Inc.Thu Apr 27 08:35:53 2077 Page 1 I D 2bctmuSc8c7246oW Um6rodzMbtH-iW MmFVB9fVJe2oLZI0Ekxky3A8_usczkutnwl4zMaIK Scale:3/6'.1 II 1 �611 2 3 6 5 6 ] �� b � I > > 1 Tt Tt � T1 T W 1 � 16 13 12 11 10 9 B 3x6 II � � 2-0-0 , a-o-o s-o-o 8-0-0 , 10-0-o to-4-4 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 0-4-4 Plate Offsets X -- 1:Ed e 0-1-8 14:Ed e 0•1-8 LOADING(ps� SPAqNG 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.15 Vert(LL) Na - n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.05 VeR(C� n/a - Na 999 BCLL 0.0 Rep Stress Ina YES WB 0.03 Horz(C� 0.00 8 Na Na BCDL 10.0 Code IRC2015(TPI2014 Matrix-R Weight:35 Ib FT=0%F,0%E LUMBER- BRAqNG TOP CHORD 2x4 SPF No2(flat) TOP CHORD Structural wood sheathing directry applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 7x4 SPF No.2(flat) OTHERS ?x4 SPF No.2(Hat) REAC110NS. All bearings 10-4-4. (Ib)- Ma�c Uplift All uplift 100 Ib or less at joint(s)8 Mau Grav All reactions 2501b or less at joint(s)14,8,13,12,11,10,9 FORCES. (Ib)-Mau.Comp./Max.Ten.-All forces 250(Ib)w less except when shown. NOTES 1)All plates are 1 x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be(ully sheathed(rom one face or securely breced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 2-0-0 oc. 5)Pro�ride mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)8. 6)This truss is designed in aarordance wfth the 2015 International Residentlal Code sections R502.71.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each Vuss with 3-10d(0.131"X 3")nails. SVongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard ��pF NE�,y y �� OPHER G �'S) � `y'C T �tt �� ; fC r � n � �s2 ;,1_�� , .�s.:� � 5630$ Q,� AR�fi�ss4oN�� Job Truss - Truss Type Qry Ply 168 Jefferson St 76040193B F11 Floor 2 7 Job Feference o tional Unive�sal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Oct 5 2076 Print:8.030 s Oct 5 2016 MiTek Industries,Inc. Thu Apr 27 08:35:54 2017 Page 1 I D 2bctmuSc8c7246o W Um6rodzMbtH-AiwBSrCnQpRVgywm161zTxU57b63by9t7XXUH WzMal 0-1-8 H� 26� � ��2��-0 � 0-1-8 sm�,az. , r am= \ aa= 3'°= 3r6 FP= dr$_ 1 2 J C 5 6 '! 8 9 10 11 � � 1] 1615 td � 13 3�= bx12= ,. 3x<= 3*I2 MT18H FP= dx12= 3�_ 3a4= 1.SW SP= 20-7-� 20-7-0 Plate Oi(sets X -- 1:Ed e 0-0-12 12:0-5-0 Ed e 15:0-1-8 Ed e 16:0-1-8 E e 18:0-G8 Ed e 19:0-1-8 0-0-12 20:0-1-8 0-0-12 LOADING(psf) SPAGNG z-ao CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.71 Vert(LL) -0.32 13-15 >769 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.63 Vert(C� -0.49 13-15 >493 240 MT18H 197/144 BCLL 0.0 Rep Stress Ina YES WB 0.48 Horz(C� 0.08 12 n/a Na BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Weight:83 Ib FT=0%F,0%E LUMBER- BRAGNG- TOP CHORD 2x4 SPF No.2(Nat) TOP CHORD SVuctural wood sheathing directly applied or 4-7-1 oc purlins, except end verticals. BOT CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bradng. WEBS ?x4 SPF No2(flat) REACTIONS. (IWsize) 18=1214/03-8 (min.0-1-8),12=1214/0-3-8 (min.0-t-8) FORCES. (Ib)-Max.Comp./Mau.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3492/0,34=3492/0,4-5=-4540l0,5-6=-4540/0,6-7=-4540/0,7-8=-3494/0,8-9=3494/0,9-10=-3494/0 BOTCHORD 17-18=0/2043,16-17=0/4269,1�r16=0/4540,14-15=0/4272,13-14=0/4272,12-13=0l2046 WEBS 10-12=-2304/0,2-18=4301/0,10-13=0/1643.2-17=0/1645,7-13=-883/0,4-17=-882/0,7-15=-116/568,416=86/562 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 1.Sx4 MT20 unless otherwise indicated. 4)Bearing at joint(s)18,12 corsiders parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capadty of bearing surface. 5)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.102 and reterenced standard ANSUTPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard � ��pF NEI�y Y �j�p ,�O?HER G �'A ��y .�_ � U � � r � Cl � 2 •' � � �e:,-•: �' �Ltt ssaoa � �� pR�fiES54��P Job Truss Truss Type Qry Ply 168 Jefferson St 760401938 F71L GABLE 1 7 . � Job Reference o tional Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Oct 5 2016 Print:8.030 s Oct 5 2016 MiTek Industries,Inc. Thu Apr 27 08:35:55 2017 Page 1 ID:2bctmuSc8c7246oW Um6rodzMbtH-ivUWgBDQA6ZMH6VyspGC091 Pi?gVKWT1 MBG1 pzzMall swe_,:n. I ��4�� 2 3 6 5 6 3x4 II � � T T T Ti > > '� 12 it 10 9 8 ] 3x411 3W II ' , 2-0-0 , 4-0-0 , 6-0-0 , 8-0-0 9-9-0 I ' 2-0-0 ' 2-0-0 ' 2-0-0 2-0-0 1-g-0 I Plate OHsets X -- 1:Ed e 0-1-8 12:Ed e 6-1-8 ' LOADING(psf) SPAGNG 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.15 Vert(Ll) Na - Na 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.04 Vert(Cn Na - n/a 999 , BCLL 0.0 Rep Stress Ina YES WB 0.03 Hwz(C� 0.00 7 n/a Na ' BCDL 10.0 Code IRC2015/TPI2014 Matrix-R Weight:341b FT=0%F,0%E � LUMBER- BRAGNG- I TOP CHORD 2x4 SPF No2(Bat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end ver6cala BOT CHORD 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bradng. WEBS 2x4 SPF No2(flat) OTHERS 2x4 SPF No.2(flat) REACTIONS. All bearings 9-9-0. (Ib)- Max Grav All readions 250 Ib or less at joint(s)12,7,11,10,9,6 FORCES. (Ib)-Max.Comp./Mau.Ten.-Ail forces 250(Ib)or less except when shown. NOTES 1)All plates are 1x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face oi securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 2-0-0 oc. 5)This truss is designed in axordance with the 2015 International Residential Code sections R502.11.1 and R802.102 and reterenced standard ANSVTPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 310d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. - LOAD CASE(S) Standard � ��pF N E I�y Y ��' pPNER G :O'P � \g� z � v� � � r � �n ; -�l. w ��, t�>.:a �� S630a v� A��ESStd�� Job Truss Truss Type Ory Pty 168 Jefferson St 160401938 F72 FloorGirder 1 1 Job Reference o tional Universa�Fores[Products,5631 S.NC 62,Bu�lington,NC Run:8.030 s Oct 5 2016 Print:8.030 s Oct 5 2016 MiTek Industries,Inc. Thu Apr 27 06:35:56 2017 Page 7 ID2bctmuSc8c7246oWUm6rodzMbtH-751 u1XD2xQhDvF48QXnRZMaWuPp?3pjAarOaLPzMaIH 0-1-5 H L 2-6-� -; I 2--�N-� �� -�1-� o-1-s �cae=i as. / MSH4T2 d.b II 3a6 FP= 3�FP= 1.Sx4= 6k12 MT18H= 5a(i- 6�II ]x12 MT10H= 1.Sx4= 1 2 3 < 5 6] g 9 lp � 11 12 13 h W Wfi 26 � �b 21 20 1918 1] 16 15 6�= 6k12= 3x12MTI8H FP= / Ss6 II d�b II .3Y12 MT1BH FP= 6[12= SH'i II erB= J 16'7'�L � LQ'7'0 I � 16-7-12 3-11-4 Plate Offsets X - :0-3-0 0-0-0 11:0-3-0 Ed e 14:0-9-0 Ed e 18:0-3-0 E e 19:0-30 Ed e 22:0-68 Ed e 23:0-1-8 0-0-10 24:0-1-8 o-0-10 LOADING(pst) SPACING 2-0-0 CSI. DEFL in (loc) Udefl Vd PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.44 Vert(LL) -0.30 17-18 >821 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.85 Vert(C� -0.46 17-18 >534 240 MT18H 197/144 BCLL 0.0 Rep Stress Ina NO WB 0.67 Horz(C� 0.07 14 n/a Na BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Weight 1331b FT=0%F,0%E LUMBER- BRAqNG- TOP CHORD 2x4 SPF No.2(Flat) TOP CHORD SVuctural wood sheathing directly applied or&0-0 oc purlins, except end verticals. BOT CHORD 2x4 SPF 2100F 1.8E(flat)'Except' BOT CHORD Rigid ceiling direcdy applied or 10-0-0 oc bracing. B1,84:2x4 SPF No.2(flat) WEBS 2x4 SPF No.2(Flat) ! REAC110NS. (Ib/size) 22=1487/0-3-8 (min.0-1-8),14=2398/03-8 (min.0-1-10) ' FORCES. Qb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ' TOP CHORD 2-3=4931/0,&4=4931/0,45=-0931/0,5-6=-7113/0,6-7=-7113l0,7-8=-7113l0,8-9=-7075/0,9-10=-7075/0,10-11=-7075l0,11-12=-6575/0 ' BOT CHORD 21-22=0/2797,20-21=0/6352,1&20�/6352,18-19=0l7113,17-18=0J7395,16-17=0/6575,15-16=0/6575,1415-0/4577 WEBS 12-14=-5091/0,2-22=3092/Q 2-21=0/2374,5-17=-356A4,521=-1581/0,8-18=-760/0,519=0/1142,&19=-269/0.11-15=-1942/0, 11-17=0/676.12-15=0/2812 NOTES 1)Unbalanced Ooor live loads have been considered for this design. ' 2)All plates are MT20 plates unless otherwise indicated. 3)NI plates are 3x6 MT20 unless otherwise indicated. 4)Bearing at joint(s)22,14 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capaaty of bearing surface. 5)This truss is designed in accordance with the 2015 Intemational Residential Code sections R502.11.1 and R802.102 and referenced standard ANSI(TPI 1. 6)Recommend 2x6 strongbaGcs,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)Use USP MSH422�th 10d nails into Girder&10d nails into Truss)or equivalent at 16-7-12 trom the left end to connect Wss(es)F16(1 ply 2x4 SPF)to back face of top chord. 8)Fill all nail holes where hanger is in contact with lumber. 9)In the LOAD CASE(S)section,loads apptied to the face of the Vuss are noted as tront(F)or back(B). LOAD CASE(S) Standard t)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1422=-20,1-13=-100 Concentrated Loads(Ib) Vert:11=-1457(B) ��pF NEpy y �j'�Q' ,�OPHER G �'S� ``� �_ * V�� ; �C r � n ;,�. � ZN �_�;c^ �2 $6308 � V� A�QfiESSIONP Job Truss Truss Type �ty Ply 168 Jefferson St 160401936 F12L GABLE 1 1 � Job Re(erence o tional Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Oct 5 2016 Print:8.030 s Oct 5 2076 MiTek Industries,Inc. Thu Apr 27 08:35:57 2017 Page 1 I D 2bctmuSc8c7246oW Um6rodzMbtH-bHbHStEgikp4XPeK_EJg5a61 EoMwoQzKpV I8urzMal s�e=,:,�. t axa II z 3 a 5 s 1.5xa II 1 1 T T i T1 � � 12 /1 /0 9 B ] 3W II , 2-0-0 , 4-0-0 , 6-0-0 , 8-0-0 , 9-9-0 , ' 2-0-0 ' 2-0-0 2-0-0 2-0-0 1-9-0 Plate Offsets X -- 1:Ed e 0-1-8 12:Ed e 0-1-8 I LOADING(psf) SPACING 2-0-0 CSI. DEFL.. in (loc) Udefl Ud PLATES GRIP I TCLL 40.0 Plate Grip DOL 1.00 TC 0.14 Vert(LL) Na - Na 999 MT20 197/144 TCDL 10A Lumber DOL 1.00 BC 0.04 Vert(CT) n/a - Na 999 BCLL 0.0 Rep Stress Ina YES WB 0.03 Horz(C� 0.00 7 Na Na BCDL 10.0 Code IRC2015lTPI2014 Matrix-R Weight:321b FT=0%F,0%E LUMBER- BRAqNG- � TOP CHORD 2x4 SPF No2(flat) TOP CHORD SVuctural wood sheathing directly applied or 60-0 x purlins, except end verGcals. BOT CHORD 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied a 10-0-0 oc braang. WEBS ?�c4 SPF No.2(Hat) OTHERS 2x4 SPF No.2(Nat) REACiIONS. All bearings 9-9-0. (Ib)- Mau Grav All reactions 250 Ib or less at jant(s)12,7,11,10,9,8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)a less except when shown. NOTES 1)All plates are 1�MT20 unless otherwise indicated. 2)Gable requires conGnuous bottom ctrord bearing. 3)Truu to be fully sheathed from one face or securely b�aced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 2-0-0 oc. 5)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.102 and referenced standard ANSIlfPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends w restrained by other means. LOAD CASE(S) Standard ��o� N��,y ��P ,�opKER c ��' `5 �- z� � � � � � r r � � ��-,l� � �J, r�_�" �2 56308 '� V� pRd�ess�a�P Job Truss Truss Type Qry Ply 168 Jeflerson St � 160401938 F13 Floor 3 � � � Job Reference o tional Universal Forest Producis,5631 S.NC 62,Burlington,NC Run:6.030 s Oct 5 2016 Print:8.030 s Oct 5 2016 MiTek Industries,Inc.Thu Apr 27 08:35:57 2017 Pa�ge 1 I D 2bctmuSc8c7246oW U m6rodzMbtH-bHbH5tEg ikp4XPeK_EJg5a6h208qoLdKpVlBurzMalG 0-1-5 H i 2-F-� -�6-L� Scale-126. 1.Sxd 11 1.Sxd= 3�= 1.5x4 II 3xd= 1.Srd II 3x6 FP= 3rB= �d II 1 2 3 4 5 3x4= 6 � 9 9 � _ � � 15 14 /3 12 11 10 3�= 1.Sxd 11 t.ie4 II 3�12 MT18H FP= 3rB= �= yy= I 16-6-0 16-6-0 Plate Offsets X -- 1:Ed e 0-0-12 4:0-1-8 Ed e 5:0-1-8 Ed e 16:0-4-8 Ed e 17:0-1-8 0-0-12 LOADING(psf) SPAGNG 2-0-0 CSi. DEFL in (loc) UdeFl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.41 Vert(LL) -0.15 14 >999 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.94 Vert(C� -0.25 15-16 >794 240 MT18H 197/144 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(C� 0.05 10 Na Na BCDL 10.0 Code IRC2015(TPI2014 Matrix-S Weight:68 Ib FT=0%F,0%E LUMBER- BRAqNG- TOP CHORD 2x4 SPF No.2(flat) TOP CHORD Struc[ural wood sheathing directly applied or 6-0-0 oc purlins, except erM verticals. BOT CHORD 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 2-2-0 oc braang. WEBS 2x4 SPF No.2(flat) REACTIONS. (Ib/size) 16=969/0-3-8 (min.0-1-8),10=975/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)w less except when shown. TOP CHORD 2-3-2573/0,3-4—2573✓0,4-5=-2895/0,5-6=-2573/0,6-7=-2573/0,7-8=-2573/0 BOTCHORD 1516=0/1575,1415=0/2895,73-14=0/2895,12-13=0/2895,11-12=0/2895,10-11=0/1577 WEBS 8-10=-1780/0,2-16=-1772/0,8-11�/1130,2-15=0/1133,6-11=-276/0,3-15=-277/0,5-11=-532/22,4-15=-532/23 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All pla[es are MT20 plates unless otherwise i�cated. 3)Refer to girder(s)for truss to truss connections. 4)Bearing at joint(s)16 considers parallel to grain value using ANSI/TPI i angle to grain formula. Building designer should verify capaciry of bearing surface. 5)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard ��pF NE�y}, �j�a` .�OPHER G ��i `� ,�`- . * V� � � r � • n w � 2N ;,_j'J �2 S630a � �� AR�FEss►o�P Job Truss Truss Type Qty Ply 168 Jefferson S� 160401936 F13L GABLE 7 � � Job Refe�ence o tional Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Oct 5 2016 Print:8.030 s Oct 5 2016 MiTek Industries,Inc. Thu Apr 27 08:35:58 2017 Page 1 I D 2bctmuSc8c7246o W Um6rodzMbtH-3U9fI DFIT1 xxBZDXXxqveniwwCh6XsCT29VhQIzMaI -_I—r . ' � swie.,:,os � � 1.5xa II 2 1K1 II 3 1q II ° 3xa II � T1 9 1Xi= Wi ST1 yTl W1 W1 � BL1 Y BI B � 6 5 3x6 11 . 1i0 II 1p II ycb II , 2-0-0 4-0-0 5-8-8 ' 2-0-0 ' 2-0-0 1-8-8 Plate Offsets X -- 1:Ed e 0-0-12 LOADING(psf) SPAqNG 2-0-0 CSI. DEFL. in (Ix) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.15 Vert(LL) n/a - Na 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.04 VeR(C� Na - Na 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(C� 0.00 5 Na Na BCDL 10.0 Code IRC2015RPI2014 Matrix-R Weight:21 Ib FT=0%F,0%E LUMBER- BRAqNG- TOP CHORD 2x4 SPF No2(Flat) TOP CHORD Structural wood sheathing directly applied or 5-8-8 oc purlins, except end verticals. 80T CHORD 2x4 SPF No2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No2(flat) OTHERS ?x4 SPF No.2(flat) REACTIONS. All bearings 5-8-8. (Ib)- Max Grav All reactions 250 Ib or less at joint(s)8,5,7,6 FORCFS. (Ib)-Mau.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 2-0-0 oc. 4)Bearing at joint(s)8 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capaaty of bearing surface. 5)This truss is designed in axordance with the 2015 International Residential Code sections R502.11.1 and R802.102 and referenced standard ANSIlfPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends a restrained by other means. 7)CAUTION,Do not erect truss badcwards. LOAD CASE(S)Standard ��pF NEYyY � Gj'�P ,�pPHER G �'S� `5 .R�. � V�� r � � .-L_,l. 4l ` �� ;��.:�' �Z S630a � L� AR°F�sSto�P Job Truss Truss Type Qry Ply 168 Jefferson St 160401936 F14 Floor 2 1 � Job Reference o tional Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Oct 5 2016 Print:8.030 s Oct 5 2016 MiTek Industries,Inc.Thu Apr 27 08:35:59 2017 Page 1 ID:2bctmuSc8c7246oWUm6rodzMbtH-Xgj1 VZGwEL3omjoj5fL8A?BO?cqMGF2cHpEFykzMalE 0-1-8 H�� 2-6-0 , O-�-I s�ae_,sz. in= �1q II t Z3z6= g1Xi II y 3x4= 51Xi II 63N= �3x411 � 3 z Z � L 11 10 93� B 3�K= 1q II �'— 3�ti= 14-3-8 � 143-8 Plate Offsets X -- 4:0-7-8 Ed e 11:0-1-8 E e 12:0-4-8 Ed e LOADING(psQ SPAGNG 2-0-0 CSI. DEFL in (loc) I/deFl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.51 Vert(LL) -0.13 9-10 >999 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.87 Vert(C� -0.21 11-12 >806 240 BCLL 0.0 Rep Stress Ina YES WB 0.31 Hwz(C� 0.04 8 Na Na I BCDL 10.0 Code IRC2015lTPI2014 Matrix-S Weight:58 Ib FT=0%F,0%E LUMBER- BRAqNG- TOP CHORD 2x4 SPF No2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pu�lins, except end veRicals. BOT CHORD 2x4 SPF No2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2((lat) REACTIONS. (Ib/size) 12=836/0-3-8 (min.0-1-8),8=842/Mechanical FORCES. (Ib)-Max.Comp./Mau.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 23=2094/0,&4-2094/0,4-5=-2085/0,5-6=•2085/0 BOT CHORD 11-12=0/1330,10-11=0/2094,9-10=0/2094,8-9=0/1325 WEBS 6-8=1496/0,2-12=1496/0,69=0/862.2-11=0/880.5-9=-294/0,4-9=-287/209 NOTES 1)Unbalanced flow live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Bearing at joint(s)12 consders parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capaary of bearing suAace. 4)This truss is designed in axordance with the 2015 Intemational ResidenGal Code sections R502.11.1 and R802.10.2 and reterenced standard ANSVTPI 1. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-a0 oc and(astened to each Vuss with 3-10d(0.131"X 3")nails. SVongbadcs to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss badcwards. LOAD CASE(S) Standard ��pF NEt�y Y �'`Q" �pPHER G ,�nl �5 z- * V�� ' r � � ( W N _,il.. � �N ��e�,-3�" 2 ?� 56308 �G �, A�aFESSVO�P� Job Truss Truss Type �� ry Ply 168 Jeffe�son St � 76040193B F15 Floor 75 1 Job Reference o tional Universal Fores�Products,5631 S.NC 62,Burlington,NC Run:8.030 s Oct 5 2016 Print:8.030 s Oct 5 2016 MiTek Industries,Inc. Thu APr 27 08:36:00 2017 Page t I D 2bctmuScSc7246o W Um6rodzMbtH-?sH PjuGY?fBfOtNvfMsNjCk8Y09N?h9mVS_oVAzMaID 0-1-8 H I 2-s-° —I � 1-� o�i(s S�Id-123. iki= �1�Li II 23x6= 31q II y 3x4= 51Lt II 63�= '1Ki II I 1%i= � ' �6 2 2 11 10 93� 3W= 1X111 �— 3a6= 14-7-0 14-7-0 Plate Offsets X -- 4:0-1•8 Ed e 11:0-1-8 E e 12:0-4-8 Ed e LOADING(psf) SPACING 2-0-0 CSI. DEFL in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Piate Grip DOL 1.00 TC 0.59 Vert(LL) -0.17 9-10 >999 480 MT20 197/144 TCDL 10.0 LumberDOL 1.00 BC 0.95 Vert(C� -0.2211•12 >785 240 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(C� 0.04 8 Na Na BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Weight:58 Ib FT=0%F,0%E LUMBER- BRAqNCr TOP CHORD 2x4 SPF No2(flat) TOP CHORD Shuctural wood sheathing directty applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 1x4 SPF No2(flat) BOT CHORD Rigid ceiting directly applied or 2-2-0 oc bradng. WEBS 2x4 SPF No2(flat) REACTIONS. (Ib/size) 12=854/0-3-8(min.0-t-8),8=854/0-3-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Mau.Ten.-All(orces 250 Qb)w less except when shown. TOP CHORD 2-3=-2175/0,3-4=-2175/0,4-5=-2155/0,5-6=-2155/0 BOT CHORD 11-12=0/1363,10-11=0/2175,9-10=0/2175,8-9=0/1356 WEBS 6-8=1526/0.2-12=-1533/0,69=0/906,2-11=0/939.5-9=-307/0.3-11=-257/0,4-9=-317/204 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Bearing at joint(s)12,8 considers parallel to grain value using ANSI(TPI 1 angle to grain formula. Building designer should verify capadty of bearing suAace. 3)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.102 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each Vuss with 3-10d(0.131"X 3")nails. SVongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S)Standard ��oF NE�,r g'�P .�op�Ea c p�A �5 r �k ��¢ � �r r � � .,d-.-l.. ,y Z� <f�x.an �C�., s630a ti� pR�FESS4�NP r Job Truss Truss Type Qty Ply 168 Jefferson St 1 6040 7 938 F76 FloorGirder 7 7 � � I Job Reference o tional '� Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Oct 5 2016 Print:8.030 s Oct 5 2016 MiTek Industries,Inc.Thu Apr 27 08:36:00 2017 Page 1 I I D 2bctmuSc8c7246oW U m6rodzMbtH-?sH PjuGY?fBfOtNvfMsNjCk7806 U?eMmV S_oVAzMaID � 2-6-0 � � 1-2-12 , � � sca�e=,:,z. 3�6 I I 6r.6= 61G= 3 4 I I 1 9 2 10 9 11 � 6 . MSHd22 MSH422 MSH622 T1 T1 W1 W1 I W WZ W� � et 3�= 1Ki II iKi II 8 ] 6 3�_ ` I � 6-10-4 ' � / 6-10-4 � Plate Offsets X -- 2:0-1-8 Ed e 3:0-1-8 Ed e � LOADING(psO SPAGNG 2-0-0 CSI. DEFL, in Qx) Vdefl Ud PLATES GRIP � TCLL 40.0 Plate Grip DOL 1.00 TC 0.68 Vert(LL) -0.04 6 >999 480 MT20 197/144 I, TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(Cn -0.06 6 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.56 Horz(C� 0.03 5 Na Na � BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Weight:36 Ib FT=0%F,0%E LUMBER- BRAqNG TOP CHORD 2x4 SPF 2100F 1.8E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. I BOT CHORD 2x4 SPF No2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bradng. ' WEBS 2x4 SPF No.2(flat) ' REACTIONS (Ib/size) 8=1557/Mechanical,5=1871/0-3-8 (min.0-1-8) FORCES. Qb)-Max.Comp./Mau.Ten.-All forces 250(Ib)a less except when shown. � TOP CHORD 1-8-339l0,4-5=-622/0,2-10=-2457/0,3-10=-245�/0 BOT CHORD 7-8=0/2457,6-7=0/2457,5-6=0/2457 WEBS 3-5=2747/0,2-8-2734/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)This truss is designed in accordance with the 2015 International Residen6al Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each Vuss with 3-10d(0.131"X 3")nails. SVongbacks to be attached to walls at their outer ends or resVained by other means. 5)Use USP MSH422�th 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-10-4 from the left end to 5-10-4 to connect truss(es)F13(1 ply 2x4 SPF)to badc face of top chord. 6)RII all nail holes where hanger is in contact with lumber. 7)In the LOAD CASE(S)section,loads applied to the face of the tniss are noted as front(F)or badc(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Inaease=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:5-8=-20,1-4=-100 Concentrated Loads(Ib) Vert:9=-875(B)10=-875(B)11=-876(B) / " ��F NE�yY ��'' ,�aPHER G �'S� �5 � 7tC V� ;, �C r � cu , ZN t.a.:�'�1' � s634$ � V� AROfi�sStoNP Job Truss Truss Type - Qty Ply 168 JeKerson St 160407936 F77 FloorGirder �. � � Job Reference o tional �� Universal Forest Products,5631 S.NC 62,Budington,NC Run:8.030 s Oct 5 2016 Print:8.030 s Oct 5 2016 MiTek Industries,Inc. Thu Apr 27 08:36:01 2017 Page 1 �I ID2bctmuSc8c7246oWUm6rodzMbtH-T3rnwEHAmyJW01y6D4NcGQHIcQWRk5Qvk6jLlczMalC ' 0-t-8 H� 2-6-0 � 0-�� , 1-10-8 , �—�.cale=126. 1.S�w II 1.Sx6= 6�= 1.5x4 I I 3icd= 1.Sx6 I I 3rb FP= 4 6=MSH622 1.SrA 11 1 2 3 4 5 3xd— 6 ] 8 9 4�— 10 � � 17 16 15 10 13 12 1 III � 6v8= 1.Sz4 II 1.Sb II 3�= 312 MT18H FP= 6vA= ��. �— a�W= 14-5-4 16-6-0 14-5-4 2-0-12 Plate Ofisets X -- 1:Ed e 0-0-12 4:0-1-8 Ed e 5:0-1-8 Ed e 9:U�1-8 Ed e 11:Ed e 0-1-8 12:0-1-8 Ed e 18:0-68 Ed e is:a�-a o-a�2 LOADING(psf) SPACING 2-0-0 ' CSI. DEFI. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.70 Vert(Ll) -0.18 1415 >999 480 MT20 197/144 TCDL 10.0 Lumber DOL 7.00 BC 0.83 Vert(C� -027 1415 >718 240 MT18H 197/144 BCLL 0.0 Rep Stress Ina NO WB 0.51 Horz(C� 0.06 11 n/a Na BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Weight:691b FT=0%F,0%E LUMBER- BRAGNG- TOP CHOFiD 2x4 SPF No.2(flat) ,TOP CHORD SVucturel wood sheathing directly applied or 5-10-10 oc purlins, except end verticals. BOT CHORD 2x4 SPF 2100F 1.8E(flat)'ExcepY BOT CHORD Rigid ceiling directly applied or 10-0-0 oc braang. B2:2x4 SPF No2(flat) WEBS ac4 SPF No.2(flat) . REACTIONS. (Ib/size) 18=1080/0-3-8 (min.0-1-8),11=1745/0-2-0 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=2982/0,3-4-2982/0,4-5=-3555/0,5-6=-3427/0,6-7=-3427/0,7-8=3427/0,&9=-2385/0 BOTCHORD 17-18=0/1785,1617=0/3555,1rr16=0/3555,1415=0/3555,13-14=0/2626,12-13=0/2626,11-12=0/2385 WEBS 2-18=-2010/0,&14=0/909,2-17=0/1358,6-14=-308/0,3-17=-262/0,574=-299/252,4-17=-822/0,9-12=0/639,8-12=-636/0,9-11=-2894/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indcated. 3)Bearing at joint(s)18 considers parallel to grain value using AN51/TPI 1 angle to grain formula. Building designer should verify capadty oi bearing suAace. 4)Provide mechanical connection(by others)of Wss to bearing plate at joint(s)11. 5)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.102 and reterenced standard ANSIlTPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each Vuss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss badcwards. 8)Use USP MSH422�th 10d nails into Girder&10d nails into Truss)or equivalent at 14-5-4 from the left end to connect truss(es)F18(1 ply 2x4 SPF)to badc face of top chord. 9)Fill all nail holes where hanger is in contac[with lumber. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or badc(B). LOAD CASE(S)Standard 1)Dead+Floor Live(balanced):Lumber Inaease=1.00,Plate Increase=1.00 Uniform Loads(pl� Vert:11-18=-20,1-10=-100 Concentrated Loads pb) Vert:9=-873(B) ��pF NE�.yY Gj'��' ,�pPNER G �'S� \y T� � V� � � r � Z ;,_.,'... � � �i_;� ��c`' 5630$ � �� pRaF�ss►o�P Job Truss Truss Type Qry Ply 168 Jefferson St " 160407938 - F78 FloorGirder 1 1� . ` Job Reference o tional Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Oct 5 2016 Print:8.030 s Oct 5 2016 MiTek Industries,Inc. Thu Apr 27 08:36:02 2017 Page 1 I D:2bctmuSc8c7246oW Um6rodzMbtH-xFPABaIpXGRNdAXlmnurodpQipzvTdl3zmTvZ3zMaIB . �-�-8 9r611 3x611 3x611 Ho-s-s = 2-s-o � 3 Scale-19. �. MSH622 MSH422 I � T1 I 6 T' 1Xi— � I W1 2 W3 W1 W1 � BL1 B1 3x6= 5 y Or6= ,0-3-0, 3-9-8 '0-3-0' 3-6-8 Plate Ofisets X -- 5:0-4-8 Ed e LOADING(psf) SPACING 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.87 Vert(LL) 0.00 5 "" 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.43 Vert(C� -0.05 4-5 >827 240 BCLL 0.0 Rep Stress Ina NO WB 022 Horz(C� 0.00 4 Na Na BCDL 10.0 Code IRC2015lTPI2014 Matrix-P Weight:22 Ib FT=0%F,0%E LUMBER- BRAqNG- TOP CHORD 2x4 SPF No2(flat) TOP CHORD Structural woal sheathing directly applied or 3-9-8 oc purlins, except end verticals. BOT CHORD 2x4 SPF No2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2(flat) REACTIONS. (Ib/size) 5=956/03-8 (min.0-1-8),4=974/Mechanical FORCES. (Ib)-Max.Comp./Mau.Ten.-NI forces 250(Ib)or less except when shown. TOP CHORD 3-4=-537/0 BOT CHORD 45=0/802 WEBS 2-4-897/0,2-5=-1421/0 . NOTES 1)Refer ro girder(s)for truss to truss connedions. 2)Bearing at joint(s)5 considers parallel to grain value using ANSIlTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 3)This truss is designed in accordance wi[h the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each Vuss with 3-10d(0.131"X 3")nails. SUongbacks to be attached to walls at their outer ends or resVained by other means. 5)CAUTION,Do not erect truss badcwards. 6)Use USP MSH422(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.staRing at 0-9-8(rom the lett end to 2-9-8 to connect truss(es)F14(1 ply 2x4 SPF)to front face oi top chord. 7)FII all nail holes where hanger is in contact with lumber. 8)In the LOAD CASE(S)section,loads applied to the face of the Wss are noted as front(F)or badc(B). LOAD CASE(S)Standard 1)Dead+Floor Live(balanced):Lumber Inaease=1.00,Plate Inaease=1.00 Unitorm Loads(pli) Vert:4-5—20,1-3=-100 Concentrated Loads(Ib) Vert:2=-762(F)7=-749(� ��p� NEt�y Y '�� pPHER G �'A � �5� •�_ �+r �� ; � r � n W R+� • ,-�.-..'� Z �, �.>:fr �� 56308 ? L� ARaF�ss�a�P Job Truss Truss Type �ty Ply 168 Jefterson St . 160401938 F19 Floor • p � r Job Reference o tional Universal forest Producis,5631 S.NC 62,Budington,NC ' � � Run:8.030 s Oct 5 2076 Print:8.030 s Oct 5 2076 MiTek Industries,Inc. Thu Ap r 27 08:36:03 2017 Pa�ge 7 �� ID:2bctmuSc8c7246oW Um6rodzMbtH-QRzYLwJ RIaZEFK6UKVP4LrMe5DGJCOVCBQCSSVzMaI 0-1-8 �H� 2-_ 6-�_i � 1-1�0-0 OrH-0 Scale=1:32. � t.5xa II t.5xs II 1.Sv4= 4�= 1.Sx6 II 3x4= 1.Sx4 I I 3x6= 1.Sx6 II 3fi FP= 6�= l.Srd II 1 2 3 6 5 6 ] 8 9 10 11 �9 � 17 1615 1d 13 h8= 6s12= 3rA= 3r12 Mi18H FP= 4x12= �y- 3xd= 20-3-8 ' � 2038 ' , Plate Offsets X -- 1:Ed e 0-0-12 15:0-1-8 Ed e 16:0-1-8 Ed e 18:0-6-8 Ed e 19:0-1-8 0-0-12 IOADING(psf) SPACING 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.70 Vert(Ll) -0.31 13-15 >791 480 NTf20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.62 Vert(Cn -0.48 13-15 >504 240 MT18H 197/144 BCLL 0.0 Rep Stress Ina YES WB 0.48 Horz(C� 0.08 12 Na Na BCDL 10.0 Code IRC2015lTPI2014 Matrix-S Weight:81 Ib Ff=0%F,0%E LUMBER- gRpqNG- TOP CHORD 2x4 SPF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-&11 oc purlins, except end verGcals. BOT CHORD ac4 SPF 2100F 1.8E(Flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bradng. WEBS 2x4 SPF No2(flat) REACTIONS. (Ib/size) 18=1200/0-5-8 (min.0-1-8),12=1206/Q-3-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)a less except when shown. TOP CHORD 2-3=3440/0,3-4=3440/0,4-5=-4435/0,56=-4435/0,6-7=-4435/0,7-8=-3415/0,8-9=-3415/0,9-10=-3415/0 � BOT CHORD 17-18=0/2016,16-17=0/4192,15-16=0/4435,14-15=0/4182,13-14=0/4182,12-13=0/1980 I WEBS 10-12=-2247/0,2-18=-2270/0,10-13=0/1628,2-17=0/1616,3-17=-251/0,7-13-870/0,4-17=-853/0,7-15=-121/550,4-16=-91/533 NOTES 1)Unbalanced Noor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Bearing at joint(s)18 considers parallel to grain value using ANSIlTPI 1 angle to grain formula. Building designer should veriry capadty of bearing suAace. 4)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.102 and referenced standard ANSIlfPI 1. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each Vuss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or resVained by other means. 6)CAUTION,Do not erect truss badcwards. LOAD CASE(S)Standazd ��oF NE�,r Gj'�P ,�OPNER G :p'A `g z_. :. �t �� ; � r � W 2� ��.:�'-'� �� S63dS � L� A�a�ESS�d�A � " Job Truss Truss Type - � ary Ply 168 Jefferson St � ' 160407938 F20 FloorGirder 1 7 Job Reference o tional Universal Forest Producis,5631 S.NC 62,Burlington,NC Run:8.030 s Oct 5 2016 Print:8.030 s Oct 5 2016 MiTek Industries,Inc.Thu Apr 27 08:36:04 2077 Page 1 : I D 2bctmuSc8c7246oW Um6rodzMbtH-ue WwZGK33ti5tUhhuCxJt2vrodVncPMLQ4y0exzMal9 0-1-8 H I 2-6-0 ; ' 1-�-��H-0 1�8� 1�_ 3-� � r� Scale-1:32. 36 FP= 3Nr FP= 1.Sxd= yk12MTi8H= � 6�8= _ 6xL II MSH426 ]K12MT1BH= 1 2 3 4 5 6] 8 9 10 11 12 13 �3 W W6 � �d 21 2p 1918 1] 16 15 bYB= 6k18= 3x12MT18HFP= SK611691i SNII 3K12MT18HFP= �c12MT18H= . 1.Sxd SP= Bx12= 16-4-4 20-3-8 ' � 16-4-4 3-11-4 Plate Offsets X - :0-3-0 0-0-0 18:0-3-0 Ed e 19:0-3-0 Ed e 22:0-6-8 Ed e 23:0-1-6 0-0-10 I LOADING(psf) SPACING 2-0-0 CSI. DEFL in Qoc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.57 Vert(LL) -0.34 17-18 >713 480 MT20 197/144 TCDL 70.0 Lumber DOL 1.00 BC 0.97 Vert(C� -0.52 17-16 >463 240 MT18H 197/144 BCLL 0.0 Rep Stress Incr NO WB 0.76 Haz(C� 0.08 14 Na Na BCDL 10.0 Code IRC2015lfP12014 Matrix-S Weight:131 Ib FT=0%F,0%E LUMBER- BRAqNG- TOP CHORD 2x4 SPF No.2(flat) TOP CHORD Structural wood sheathing directly applied or SS-3 oc puAins, except erM verGcals. BOT CHORD 2x4 SPF 2100F 1.8E(flat)'ExcepY BOT CHORD Rigid ceiling directly applied or 10-0-0 x bracing. B1:2x4 SPF No2(flat) WEBS 2x4 SPF No.2(flat) REACTIONS. (Ib/size) 22=1623/0-5-8 (min.0-1-8),14=2976/0-3-8 (min.0-2-0) FORCES. (Ib)-Max.Comp./Mau.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3-5489/0,3-4=5489/0.4-5=-5489/0.5-6=-8123/0,6-7=-8123/0,7-8=-8123/0,8-9=-8725/0,9-10=-8725/0.10-11=-8725/0,11-12_8413/0 BOT CHORD 21-22=0/3078,20-21=0f7187,19-20-0l7187,18-19=0/8123,17-18=0/8732,76-17=0/8413,1516=0/8413,1415=0/5617 WEBS 12-14=-6282/0.2-22=•3403/0.2-21=0/2682,4-21=-251/0.8-17=-8/412,5-21=-1889/0.8-18-1112/0,519=0/1367,6-19=358/0, 11-15=-2506/0,11-17=0/442,12-15-0/3772 NOTES 1)Unbalanced floa live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x6 MT20 unless otherwise indicated. 4)Bearing at joint(s)22 considers parallel to grain value using AN51lfPl 1 angle to grain formula. Building designer should veriy capacity of bearing surface. 5)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.102 and reterenced standard ANSIlTPI 1. 6)Recommerni 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. 8)Use USP MSH426�th 16d nails into Girder&16d nails into Truss)or equivalent at 1&4-4(rom the left end to connect Vuss(es)F10(t ply 2x4 SPF)to front face oftop chord. 9)FII all nail holes where hanger is in contact with lumber. 10)In the IOAD CASE(S)section,loads applied to the face of the truss are noted as tront(F)or badc(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:14-22=-20,1-13=-100 _ Concentrated Loads Qb) Vert:11=-2192(F) ��p� NEt�yy �Q` pPNER G �'Q � �5� 2-. � V� � � r � � �,-.t.. � 2� �«:.:a= �� 5630$ L� AR��essto�P Job. � Truss Truss Type � Qty Ply 168 Jefferson SI � 170434238 M01 PIGGYBACK BASE 41 1 1 Job Reference o tional UniversaPFOiest Products;5637 S.NC 62,Budington,NC � Run:8.030 s Oct 5 2016 Print:8.030 s Oct 5 2016 MiTek Industries,Inc.Thu Apr 27 10:0022 2017 Page 1 � I D:2bctmuSc8c7246oW Um6rodzMbtH-oi827mXmuyyOhoMnBTgRtg064Xsg 1 zJrWOBf9mzMZ W7 6-1-8 12-11-0 19-8-8 26-9-8 7-8- 6-1-8 6-9-8 6-9-8 7-1-0 -10- 55= 5�= Scale.1:50. 1 2 1] 6.00 12 d>A� 3 3�� a z v z.a q Wa s 5 ie 5 5�� 6 HW2 � B q 4 t9 �� 20 10 21 9 �2 d�'12 MT20H5= 3x6= ZK6�� Sz12 II , 6-1-8 , 1 7-9-3 , 26-9-8 ' 6-1-8 ' 11-7-11 9-0-5 PlateOffsets X -- 2:0-4-002=8 7:0-&1 E e LOADING(psf) SPACING 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 38.5 Plate Grip DOL 1.15 TC 0.97 Vert(LL) -0.55 9-11 >580 240 -MT20 197/144 (Ground Snow=50.0) Lumber DOL 1.15 BC 0.76 Vert(Cn -0.87 9-11 >368 180 MT20HS 148/108 TCDL 10.0 Rep Stress Incr YES WB 0.77 Horz(C� -0.06 12 Na n/a BCLL 0.0 ' CodeIRC2015lfP12014 Matrix-MS Wind(LL) 0.03 9 >999 360 Weight:1391b FT=4% BCDL 10.0 LUMBER- BRAqNG- TOP CHORD 2x4 SPF 2100F 1.8E TOP CHORD Structural wood sheathing directly applied, except end verticals,and 2-0-0 oc purlins BOT CHORD 2x4 SPF 2100F 1.8E (5-69 max.):1•2. WEBS 2x4 SPF No.2'Except' BOT CHORD Rigid ceiling directly applied or 70-0-0 oc braang. W1:2x4 SPF 2100F 1.8E WEBS 1 Row at midpt 1-12,3-11,2-11 SLIDER Right 2x8 SP DSS 3-0-0 MiTek recommends that Stabilizers ard required cross bracing be installed during Vuss erection in accordance with Stabilizer Installation uide. REACTIONS. (Ib/size) 12=1557/0-3-8 (min.0-2-11),7=1645/0-5-8(min.0-3-4) Max Horz7=-324(LC 13) Max Upliftl2=-83(LC 13),7=-18(LC 13) Max Grav 12=1719(LC 28),7=2086(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-17=-968/56,3-17=-1267/40,3-4=-2465/121.4-5=-2897/88.5-18=-2931/81.6-18=-3139/62,6-7=-281/198,1-2=•686/88,1-12=-1690/206 BOT CHORD 11-20=-235/1942,10-20=-235/1942,10-21=-235/1942,9-21=-235/1942,7-9=-343/2684 WEBS 5-9=637/184,3-9=-52/673,&11-1611/227,2-11=-361/110.1-11=-178/1820 NOTES � 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=9lmph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS(envelope)gable end zone and C-C 6cterior(2)zone;cantilever left and right exposed;end vertical right exposed;C-C for members and torces&MWFRS tor reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=50.0 psf(ground snow);Pf=38.5 psf(Flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=50-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed(or greater of min rooi live load of 20.0 psf w 2.00 times flat roof load of 38.5 psf on overhangs non-conarrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)AII plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-EO tall by 2-0-0 wide wiil fit between the bottom chord arxl any other members,with BCDL=10.Ops(. 9)Provide mechanical connection(by others)of Wss to bearing plate capable of withstanding 831b uplift at joint 12 and 18 Ib uplift at joint 7. 10)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 17)Graphical purlin representation dces not depic[the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S)Standard ��pF NEpyY �j�CP ,�OPHER G �'g,r \� � �j� ; * r � � ; -�� . �N s�:z:. �c�. S630s �� A��fiESS10NP Job Truss Truss Type Qry Ply 168 Jeflerson St 170434238 M01GE PIGGYBACK BASE SUPPO 4 1 Job Reference o tional Universal Forest Products,5631 S.NC 62,Burlington,NC � � Run:8.030 s Oct 5 2016 Print:8.030 s Oct 5 2016 MiTek Industries,Inc. Thu Apr 27 10:0024 2017 Page 1 ` ID2bctmuSc8c7246oWUm6rodzMbtH-kSGpYSZOQZC7w5WAJuivy5Ta4Lg6V_BSzJgmEfzMZWS 6-1-8 26-9-8 7-8- 6-1-8 20-8-0 -10- ' dx6= Scaie.1:50. d 5 32 6.00 12 6 � 8 3x4� 9 10 , 11 Y T T T 12 T � 13 T 1d T1 3x0 II T1 15 16r f¢ , 31 30 29 28 2] 26 25 24 23 22 21 20 19 18 1] 3t6= 3�w= 3x6 II I 2r�6'9'� I G6-9'� LOADING(psf) SPAGNG 2-0-0 CSI. DEFI.. in (loc) I/deFl Ud PLATES GRIP TCLL 38.5 Plate Grip DOL 1.15 TC 0.49 Vert(LL) -0.00 15 n/r 180 MT20 197/144 (Ground Snow=50.0) L�mber DOL 1.15 BC 025 Vert(CT) -0.00 15 n/r 80 TCDL 10.0 Rep Stress Ina YES WB 0.36 Horz(C� 0.01 17 n/a Na BCLL ' 0.0' Code IRC2015lfP12014 Matrix-R Weight:1751b FT=4% , BCDL 10.0 LUMBER- BRAqNG I TOP CHORD 2x4 SPF No.2 TOP CHORD SVuctural wood sheathing directly applied or 6-40 oc purlins, except end verticals,and BOT CHORD 2x4 SPF No.2 2-0-0 oc purlins(6-0-0 max.):1-4. WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bradng. OTHERS 2x4 SPF No2 WE&S 1 Row at midpt 1-31,230,3-29,428,5-27,6-26 MiTek recommends that Stabilizers and required aoss braang be installed during I truss erection in accordance with Stabilizer Installation uide. REACTIONS. All bearings 26-9-8. (Ib)- Max Horz 31=-346(LC 8) Mau Uplift All uplift 100 Ib or less at joint(s)31,30,29,28,27,26,24,23,22,21,20 except 18=154(LC 13) �I Max Grav All reactions 250 Ib or less at joint(s)31,28 except 17=326(LC 32),30=363(LC 27),29=387(LC 27),27=361(lC 28),26=354(LC 28),24=353(LC 28),23=353(LC 28),22=354(LC 28),21=352(LC 28),20=362(LC 28),19=256(LC 28),18=289(LC 20) �il FORCES. (Ib)-Max.Comp./Max.Ten.-All(orces 250(Ib)or less except when shown. ' TOP CHORD 14-15=-307/78,15-17=-278/5 I BOT CHORD 3031=-51/277,29-30=-51/277,28-29=-51/277,27-28=-50/276,26-27=-50/276,25-26=50/276,2425=-50/276,23-24=-50/276,22-23=-50/276, � 21-22=-50/276.20-21=-50/276.19-20=-50/276,18-19=-50/276,17-18=-50/276 ' WEBS 230=-321/92,3-29=-348/52,5-27=-321/56,E26=-314/62.7-24=-313/59,8-23=-313/59,10-22=-314/60,11-21=-312/58,12-20=321/65 � NOTES- 1)Wind:ASCE 7-10;VuIt=115mph(3-second gust)Vasd=9lmph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;6cp B;enclosed;MWFRS(envelope)gable end zone and C-C Exterior(2)zone;can6lever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed fw wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSVTPI 1. 3)TCLL:ASCE 7-10;Pg=50.0 psf(ground snow);Pf=38.5 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=50-0-0 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times 8at roof load of 38.5 psf on overhangs non-conarrent with other live loads. 6)Provide adequate drainage to prevent water porxiing. 7)All plates are 2x4 MT20 unless otherwise indicated. 8)Gable requires continuous bottom chord bearing. 9)Truss to be fully sheathed(rom one(ace or securely braced against lateral movement(i.e.diagonal web). 10)Gable studs spaced at 2-0-0 oc. 11)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 12)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rec[angle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 13)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)31,30,29,28,27,26,24,23,22,21,20 except Qt=1b)18=154. 14)This truss is designed in accordance with the 2015 Internadonal Residential Code sections R502.11.1 and R802.102 and referenced standard ANSI/TPI 1. 15)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ��QF N E�Y LOAD CASE(S) Standard �P opNER G Q'� � \5� � � V� , '�C I r � C�(� ,_l.. ut �� .��>-:�" �2 S630a � V� AR�FESS�ONP Job Truss Truss Type �� ary Ply 168 Jefferson St 170434238 M02 MONOPITCH 4 7 �� Job Reterence o tional Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Oct 5 2016 Print:8.030 s Oct 5 2016 MiTek Industries,Inc. Thu Apr 27 10:00:25 2017 Page 1 ` ID:2bctmuSc8c7246oW Um6rodzMbtH-CHqBIoZfBtK_YF4MtcE8VJOh FIvbERaHCzPJm5zMZ W4 5-6-7 11-1-3 16-9-8 7-8- 5-6-7 5-6-11 5-8-5 -10- 3x4 II Scale-�:a2. � 6.00 12 3a6� 2 15 3K6� 3 1 2icd i yd3 4 3 5 SR6� 6 6 HW2 � lo 16 9 8 �0 3x4= 3rA= J 3�S= a.10 II , 8-4-12 , 16-9-8 ' 8-4-12 i 8-4-12 � Plate Offsets X -- 6:Ed e 0-0-0 TOADING(ps� �5 SPAGNG 2-0-0 CSI. DEFL.. in (loc) Udefl Ud PLATES GRIP (Ground Snow=50.0) Plate Grip DOL 1.15 TC 0.72 Vert(LL) -0.19 8-10 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.62 Vert(C� -0.32 &10 >633 180 Rep Stress Ina YES WB 0.35 Horz(C� -0.02 10 n/a Na BCLL 0.0 ' Code IRC2015(TPI2014 Matrix-MS Wind(LL) -0.05 &10 >999 360 Weight:81 Ib FT=4% BCDL 10.0 LUMBER- gppqN� TOP CHORD 2x4 SPF No2 TOP CHORD SVuctural wood sheathing directly applied or 4-7-12 oc purlir�s, except end verGcals. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bradng. WEBS ac4 SPF No.2 WEBS 1 Row at midpt 1-10,2•10 SLIDER Right 2x8 SP DSS 2-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installalion uide. REACTIONS. (Ib/size) 6=1061/0-58 (min.0-1-12),10=97?Ja3-8(min.a1-14) Max Horz6=477(LC 10) - Max Uplift6=-27(LC 13),10=-89(LC 13) ° Max Grav6=1112(LC 20),10=1203(LC 20) ' FORCES. (Ib)-Max.Comp./Mau.Ten.-All forces 250(Ib)a less except when shown. TOP CHORD 2-15=-895/126,3-15=-902/122,3-4=-1118/111,4-5=1357/126,5-6=-357/0,1-10=321/45 BOT CHORD 10-16=-72/703,9-16=-72/703,&9=72/703,6-8=-104/1141 WEBS 48=-400/145,2-8-22/532,2-10=-1061/165 NOTES 1)Wind:ASCE 7-10;VuIt=115mph(3-second gust)Vasd=91 mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS(envelope)gable end zone and C-C EMerior(2)zone;canGlever left and right erzposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=50.0 ps((ground srww);Pf=38.5 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 ps(or 2.00 times flat rooi load of 38.5 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurtent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in atl areas where a rectangle 3-60 tall by 2-0-0 wide will fi[belween the bottom chord and any other members,with BCDL=10.Opsf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1001b uplift at joint(s)6,10. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.102 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard ��pF NE�,yr �� OpHER G ,�'A � \y� r � v� � � r � � w m2 r�>:�'� ,�' �, �� 5630$ �� A��FESStONPti Job � Truss Truss Type � �ry Ply 168 Jetlerson St � 77043423B P801 PIGGYBACK 45 1 Job Reference o tional � Universal Forest Products,5631 S.NC 62,Burlington,NC � Fun:8.030 s Oct 5 2016 Print:8.030 s Oct 5 2016 MiTek Industries,Inc.Thu Apr 27 70:0026 2017 Page 1 ` I D:2bctmuSc8c7246oW U m6rodzMbtH-gUOZyBaHyASr9PfZQJIN2 WZs69KLzzJRQd9tIYzMZW3 I $�,_,:,5., I d4 II I 3 6.00 12 5 W1 f 2 9� � Bl I �j � ' S 4 �— hd 11 0-11-1 6-1-0 0-11-1 5-1-15 TOADING(psf) 38 5 SPACING 2-0-0 CSI. DEFL in (loc) Udefl Ud PLATES GRIP (GrourM Snow=50.0) P�ate Grip DOL 1.15 TC 0.71 Vert(LL) -0.01 1 Nr 180 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 026 VeR(C� 0.01 1 n/r 80 BCLL 0.0 ' Rep Shess Incr YES WB 0.00 Horz(C� 0.00 4 Na Na BCDL 10.0 Code IRC2015/TPI2014 Matrix-P Weight:161b FT=4% LUMBER- gppqN� TOP CHORD 2x4 SPF No.2 TOP CHORD SVuctural wood sheathing directty applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2 MiTek recommends that Stabilizers and required cross braang be installed during truss erection in accordance with Stabilizer InstallaGon uide. REACTIONS. (Ib/size) 4=290/5-1-15 (min.0-1-8),2=357/5-1-15 (min.0-1-8) Max Horz 2=82(LC 9) Max Uplift4=-25(LC 12),2=-15(LC 12) • Max Grav4=323(LC 19),2=367(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=273/91 NOTES 1)Wind:ASCE 7-10;VuIt=115mph(3-second gust)Vasd=91 mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;endosed;MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C(or members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-70;Pg=50.0 psf(ground snow);Pf=36:5 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times Flat rooi load oi 38.5 psf on overhangs non-concurrent with other live loads. 5)Gable requires continuous bottom chord bearing. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 7)'This truss has been designed for a live load of 20.Ops(on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit belween the bottom cFrord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,2. 9)This huss is designed in accordance with the 2015 International Residential Code sections R502.11.1 arxi R802.10.2 and referenced standard ANSVTPI 1. 10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. LOAD CASE(S) Standard ��pF NEby Y �P pPHER G �'Q,r � `9� z_. � V�� , � fC r � � ��-.l � � - zt�:£" � �z 2� � s6308 �� pR��ss�oNP i � Job Truss Truss Type Qry Ply � 168 Jefterson St � ' 170434236 P602 GABLE 12 7 I Job Reference o tional Univeisal Forest Products,5631 S.NC 62,Burlington,NC � Run:8.030 s Oct 5 2016 Print:8.030 s Oct 5 2016 MiTek IndusMes,Inc.Thu Apr 27 10:0028 2017 Pa9 e 1 I � I D 2bctmuSc8c7246o W Um6rodzMbtH-csWKNqcXUoiZPjpxYknr7xeF9y1 fRsgkuxe_NQzMZ W 1 6-3-8 12-7-0 6-3-8 6-3-8 �i . swe_,Zo., �'. � I °i�— I 3 II 6.Op 12 ' 8 T � , �1 Z d 5 1 81 '8 . 6 �= ad II 3.y- 0-11-1 11-7-15 12-7-0 0-11-1 10-8-14 0-11-1 LOADING(ps� SPAGNG 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 38.5 Plate Grip DOL 1.15 TC 0.56 Vert(LL) n/a - Na 999 MT20 197/144 (Ground Snow=50.0) Lumber DOL 1.15 BC 021 Vert(C� n/a - Na 999 TCDL 10.0 Rep Stress Ina YES WB 0.07 Horz(Cn 0.00 5 Na Na BCLL 0.0 ' Code IRC2015lTPI2b14 Matrix-S Wei ht:31 Ib FT=4% BCDL 10.0 9 LUMBER- BRAqNG � TOP CHORD 2x4 SPF No.2 TOP CHORD SWc[ural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD ?x4 SPF No.2 BOT CHORD Rigid ceiling direcHy applied or 10-0-0 x bracing. OTHERS 2x4 SPF No2 MiTek recommends that Stabilizers and required aoss bradng be installed during Wss erec[ion in axordance with Stabilizer Installation uide. REJ1CT10NS. All bearings 12-8-0. (Ib)- Max Horz 1=39(LC 12) Max Uplift All uplift 100 Ib or less at joint(s)except 1=443(LC 19),5=-443(LC 20),2=-140(LC 12),4=-131(LC 13) Mau Grav All reactions 250 Ib or less at joint(s)1,5 except 2=883(LC 19),4=883(LC 20),6=563(LC 1) FORCES. (Ib)-Max.Comp./Mau.Ten.-NI forces 250(Ib)or less except when shown. WEBS 3-6=431/89 NOTES 1)Wind:ASCE 7-10;VuR=115mph(3-second gust)Vasd=91 mph;TCDL=6.Opsf;BCDL=6.Opsi;h=24ft;Cat.II;Exp B;endosed;MWFRS(envelope)gable end zone and C-C Exterior(2)zone;canGlever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pg=50.0 psi(ground snow);Pf=38.5 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)Gable requires conGnuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurtent with any other live loads. 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-60 tall by 2•0-0 wide will fit belween the bottom chord and any other members. 9)Provide mechanical connection(by others)of Wss to bearing plate capable of withstanding 443 Ib uplift at joint 1,443 Ib uplift at joint 5,140 Ib uplift at joint 2 and 131 Ib uplift at joint 4. 10)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)See Standard IrMustry Piggybadc Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. LOAD CASE(S) Standard ��pF N E�,y�„ ��P �pPNER G ,�'Q \� T �i' V� ; '� r � . Z� fzz.=.aff�� _ S630a � �� AR�FESS40�'P Job Truss Truss Type Qty Ply 768 Jetlerson St 170434236 T01 PIGGYBACK BASE 4 � ' . Job Reference o tional Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Oct 5 2076 Print:8.030 s Oct 5 2016 MiTek Industries,Inc. Thu Apr 27 10:00:30 2017 Page 1 ' ID2bctmuSc8c7246oWUm6rodzMbtH-ZFd4oVdnOPyHe0zKf9pJCMjZrma5vZBOlF74RJzMZW? 3-5-8 9-9-8 16-t-8 23-1-12 29-9-14 36-9-8 37-8 0 3-5-8 6-4-0 6-4-0 7-0-4 6-8-2 6-ti-10 0-10-8 sca�e-,s,. 6.00 12 6� 2W II 65- 2 2 ?2 3 6 3za II � t 2W II 5 � a�� 6 W W3 WS 3 5�6 J ] 24 drA� B 9 101� � 25 26 15 2] 16 28 13 12 164x6= Sx0= SrB= A<10= 4rB= 11 6a6 II 3x6 I\ 9-9-8 23-1-12 30-9-8 36-9-8 9-9-8 13-4-4 7-7-12 6-0-0 LOADING(ps� SPACING 2-0-0 CSI. DEFL. in (loc) I/defl Vd PLATES GRIP TCLL 38.5 Plate Grip DOL 1.15 TC 0.67 Vert(LL) -0.31 13-15 >999 240 MT20 197/144 (Ground Snow=50.0) Lumber DOL 1.15 BC 0.79 Vert(C� -0.49 13-15 >743 180 TCDL 10.0 Rep Stress Ina YES WB 0.84 Horz(C� 0.02 11 n/a Na BCLL 0.0' CodeIRC2015(TPI2014 Matrix-MS Wind(LL) 0.0313-15 >999 360 Weight:2391b FT=4% BCDL 10.0 LUMBER- gqqqNG TOP CHORD 2x6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-10 oc puAins, except end vertcals, BOT CHORD 2x6 SPF No.2 and 2-0-0 x pudins(5-&14 max.):2-4. WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc braang. SLIDER Right?x4 SPF No2 2-6-0 WEBS 1 Row at midpt 3-15,4-15,4-13,5-13,1-16 2 Rows at 1/3 pts 2-i6 � MiTek recommends that Stabilizers and required cross braang be ins[alled during truss erection in accordance with Stabilizer Installation uide. RFACTIONS. (Ib/size) 11=2682/0-SS (min.0-SO),16=1690/0-5-8(min.0-3-0) Mau Horz16=-301(LC 10) Mau Upliftll=-69(LC 13),16=-39(lC 6) Max Grav 11=3197(LC 37),16=1896(LC 30) FORCES. (Ib)-Mau.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-21=-1286/195,21-22=-1286/195,3-22=-1286/195,3-4=-1286/195,4-5=-1869/207,5-23=1404/76,6-23=-1431l70,6-7=1825/44, 7-24=-226/949,8-24=-246(736,&9=-65/310,1-16=-254/131 BOT CHORD 16-25=0/625,25-26=0/625,15-26=-0/625,15-27=0/1206,1427=0/1206,14•28=0/1206,13-28=0/1206,12-13=-263/218,11-12=-263/218, 9-11=-659/287 � WEBS 2-15=-40/1459,3-15—1137/136,4-15=-431/238,4-13=-200/549,5-13=-1141/207,7-13=-84/1734,7-11=-3012/356,2-16=-1881/135 NOTES 1)Wind:ASCE 7-10;VuR=115mph(3-second gust)Vasd=91mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=50.0 ps((ground snow);Pf=38.5 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=540-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater o(min roof live load of 16.0 psi or 2.00 times flat roof load of 38.5 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit belween the bottom chord and any other members,with BCDL=10.Opsf. 8)Provide mechanical connection(by others)of Wss to bearing plate capable of withstanding 69 Ib uplift at joint 11 and 39 Ib uplift at joint 16. 9)This truss is designed in accordance with the 2015 International Residenlial Code sections R502.11.1 and R802.102 and referenced standard ANSIlfPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin atong the top and/or bottom chord. LOAD CASE(S) Standard ��pF NEt�yY �� ,�pPHER G ��,� `5 z_. �l V� ; 7AC r � t�Z ' - � �N zt.z:�'� �2 5630$ � V� AR�F�sstoN�' Job Truss Truss Type C�ty Ply 168 Jefferson St 17043423B T02 PIGGYBACK BASE 8 1 '�� Job Reference o tional � UniversaAForest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Oct 5 2016 Print:8.030 s Oct 5 2016 MiTek Industries,Inc.Thu Apr 27 10:00:31 2017 Page 1 ' ID2bctmuSc8c7246oWUm6rodzMbtH-1RBSOrePnj48GAYWDsLYIaGhcAxoe RAavse IzMZW -Oi1Q-8 6-11-10 , 13-7-12 i 20-8-0 27-0-0 i 33-4-0 i 40-4-4 , 47-0-6 i 54-0-0 54r1Q-8 0-10-8 6-11-10 6-8-2 7-0-4 6-4-0 6-4-0 7-0-4 6-8-2 6-11-10 0-10-8 Scale�tE9. �'— 2R4 II � 6?s- I 60012 � B � . 9 31 32 a�6 II a�4 II � <a6% 6 10 dx6� 5 11 � N'< W3 �� 3 4 �� y 12 am� 4ra� 3 13 6 p�2 14 ^l � � 21 33 � 36 19 �` �g �� 16 y�- 5�= 5�= 5�= 56= 5ao= a�= bA11 aW II 13-7-12 27-0-0 40-4-4 48-0-0 54-0-0 13-7-12 13-4-4 13-4-4 7-7-12 6-0-0 Plate Offsets X -- 2:0-0-0 0-2-14 LOADING(psf) SPAGNG 2-0-0 CSI. DEFL.. in (loc) I/defl Ud PLATES GRIP TCLL 38.5 Plate Grip DOL 1.15 TC 0.86 Vert(LL) -0.42 20-22 >999 240 MT20 197/144 (Ground Snow=50.0) Lumber DOL 1.15 BC 0.76 Vert(C� -0.61 20-22 >945 180 TCDL 10•0 Rep Stress Ina YES WB 0.97 Horz(C� 0.11 16 Na Na BCLL 0.0 ` Code IRC2015(TPI2014 Matrix-MS Wind(LL) 0.09 20-22 >999 360 Weight:317 Ib FT=4% BCDL 10.0 LUMBER- BRAqNG TOP CHORD 7x6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 x purlins,except BOT CHORD 2x6 SPF No.2'Except' 2-0-0 oc puAins(3-4-15 max.):7-9. B1:2x6 SPF 2100F 1.BE BOT CHORD Rigid ceiling direcHy applied or 6-0-0 oc braang. WEBS ?x4 SPF No.2 WEBS 1 Row at midpt 7-20,8-20,9-18 SLIDER Left 2x4 SPF No.2 2-6-0,Right 2x4 SPF No2 2-6-0 MiTek recommends that Stabilizers and required aoss braang be installed during 6uss erection in accordance with Stabilizer Installa8on uide. REACTIONS. (Ib/size) 2=2825/0-5-8 (min.0-4-8),16=3663/0.S8 (req.0-5-12) Max Horz2=141(LC 12) Max Uplift2=-47(LC 12),16=36(LC 13) MaxGrav2=2866(LC 19),16=3663(�C 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3-1660/0,3-4=-4764/398,4-5=4297/321,5-6=-4057/342,6-31=-4382/468,7-31=-4149/485,7-8=-2942/336,8-9=-2942/336, 9-32=-2334/296,10-32=-2567/279,10-11=2295/166,11-12=-2555/134,12-13=•243/898,13-14—63/318 BOT CHORD 2-22=-246/4117,21-22=-4/2986,21-33=-4/2986,20-33=4/2986,2o-34=0/2421,19-34=0/2421,1935=0/2421,1&35=0/2421,14-16=-645/284 WEBS 4-22=-413/167,622=-791/235,7-22=-179/1435.7-20=-244/583,8-20=-693/134,9-20=-29/1393,9-18=-610/101.10-18=-670/206, 12-18=-157/2472,12-16=-3473/434 NOTES- 7)Wind:ASCE 7-10;VuR=115mph(3-second gust)Vasd=91 mph;TCDL=6.Opsf;BCDL=6.Ops(;h=24ft;Cat.II;Exp B;endosed;MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right euposed;end vertical left and right e�cposed;C-C for members and forces&MWFRS for reacUons shown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=50.0 psf(ground snow);Pf=38.5 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu le(t=27-10-8,Lu right=27-10-8 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed tor greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 38.5 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed(or a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)`This truss has been designed for a live load of 20.Ops(on the bottom chord in all areas where a rectangle 3-60 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)WARNING:Required bearing size at joint(s)16 greater than input bearing size. 6)Provide mechanical connection(by others)oi truss to bearing plate capable of withstanding 47 Ib uplift at joint 2 and 36 Ib uplift at joint 16. , - 9)This truss is designed in accordance with the 2015 International Residential Code sedions R502.11.1 and R802.102 and referenced standard ANSI/TPI t. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)The loading on this truss has been modified to reflect the roof profile,the ridgetine is located 27-10-8 from joint 1 and has a slope of 6.000 on the left and-6.000 on the right. . LOAD CASE(S) Standard . ��pF NEt�rY Gj�p �OpH�R G �'S� `5 �_ 7k �y�¢ ; 7�' r � ut tnn2 , �l. z � ,;zt: �.. S630a � �� A�'��ESS��NP � � � ��e�-�P��, Job '� ,� Truss Truss Type Qry Pty 168 Jefterson St �' � 170434236 �7 M01 PIGGIBACK BASE 41 1 �� Job Reference o tional Univ�tsal Forest Pe ducls;5631 S.NC 62,Budington,NC Run:8.030 s Oct 5 2016 Print: .030 s Oct 5 2016 M' k Industries,Inc.Thu Apr 27 7 0:0022 2017 Page 1 ' ID:2bctmuSc8c7246oWUm6ro MbtH-oi827m uyyQhoMnBTgRtg064Xsg1zJrWOBf9mzMZW7 � • 6-1-8 12-11-0 19-8-8 26-9-8 7-8- 6-1-8 6-9-8 6-9-8 7-1-0 -10- � 5i�— sw= � scaie.,�o. � ' 2 � 1] fi.00 12 <a6� II 3 I 3�� a I 2 a q I �6// � W6 `+ 5 18 I 5 5�� HW2 � P 8 , Ib 19 �� 2p 10 21 9 �2 <x12 MT2pH$= 3v6= �� Sx12 II � 6-1-8 , 17-9-3 26-9-8 1 6-1-8 11-7-11 9-0-5 Plate Offsets X -- 2:0-4-0 0-2-8 0-8-i E e LOADING(psf) SPACING 2-0-0 CSI. DFFL in (loc) I/deH Ud PLATES GRIP TCLI �•5 Plate Grip DOL 1.15 TC 0.97 Vert(LL) -0.55 9-11 >580 240 MT20 197/144 (Ground Snow=50.0) Lumber DOL 1.15 BC 0.76 Vert(C� -0.87 9-11 >368 180 MT20HS 148/108 TCDL 10.0 Rep Stress Ina YES WB 0.77 Horz(C� -0.06 12 Na Na BCLL 0.0 ` CodeIRC2015lfP12014 Matrix-MS Wind(LL) 0.03 9 >999 360 Weight:1391b FT=4% BCDL 10.0 LUMBER- BRAqNG TOP CHORD 2x4 SPF 2100F 1.SE TOP CHORD SVuctural wood sheathing directiy applied, except end verticals,and 2-0-0 x purlins BOT CHORD 2x4 SPF 2100F 1.SE (5-69 max.):1-2. WEBS 7x4 SPF No.2'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W1:2x4 SPF 2100F 1.8E WEBS 1 Row at midpt 1-12,3-11,2-11 SLIDER Right 2c8 SP DSS 3-0-0 MiTek recommends that Stabilizers and required cross bracing be installed during Vuss erection in accordar�ce with Stabilizer Installation uide. REACTIONS. (Ib/size) 12=1557/0-3-8 (min.0-2-11),7=1645/0-5-8(min.0-3-4) Max Horz7=-324(LC 13) Max Upliftl2=-83(LC 13),7=-16(LC 13) Max Grav12=1719(LC 28),7=2086(LC 28) FORCES. (Ib)-Max.Comp.lMax.Ten.-All torces 250(Ib)or less except when shown. TOP CHORD 2-17=-968/56,3-17=-1267/40,3-4-2465/121,4-5=-2897/S8,518=-2931/81,6-18=-3139/62,6-7=-281/198,1-2=-886/88,1-12=-1690/206 BOT CHORD 11-20=-235/1942,10-20=-235/1942,10-21=-235/1942,9-21=-235/1942,7-9=-343/2684 WEBS 5-9=-637/184,3-9=-52/873,3-11=-1611/227.2-11=-361/110,1-11=-178/1820 NOTES 1)Wind:ASCE 7-10;VuIt=115mph(3-second gust)Vasd=91 mpfi;TCDL=6.Ops(;BCDL=6.Opsf;h=24ft;CaL II;6cp B;enclosed;MWFRS(envelope)gable erM zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical right exposed;C-C for members and forces&MWFRS for reac[ions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCIL:ASCE 7-10;Pg=50.0 psf(ground snow);Pf=38.5 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=50-0-0 3)Unbatanced snow loads have been considered for this design. 4)This truss has been designed(or greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 38.5 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent wa[er ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 8)'This truss has been designed tor a live load of 20.Opsi on the bottom chord in all areas where a rectargle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members,with BCDL=10.Opsf. 9)Provide mechanical connection(by others)of Wss to bearing plate capable of withstanding 831b uplift at joint 12 and 18 Ib uplift at joint 7. 10)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and reterenced standard ANSI/TPI 1. 11)Graphical purlin representation dces not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard ��pF N E 4y 1- �P pPHER� ��Q � \5� � * V�� * r � � , �� ZN �,::%'" �2 S630a 2 v� AR�FESSId�P Job ^� y Truss Truss Type Qry Ply 168 Jefferson St 170434236 �� M01GE PIGGIBACK BASE SUPPO 4 1 Job Reference o tional Univpisal Forest Preducts,5631 S.NC 62,Burlington,NC . Run:8.030 s Oct 5 2076 Print:8.030 s Oct 5 2016 MiTek Industries,Inc.Thu Apr 27 10:0024 2017 Pa�ge 1 10:2bctmuSc8c7246oW Um6rodzMbtH-k5GpYSZOQZC7w5WAJuivy5Ta4Lg6V_BBzJgmEfzMZWS • ' 6-1-8 26-9-8 7-8- 6-1-8 20-8-0 -10- � aw= s�ae.,so. a 5 32 6.00 12 6 7 B 3xd c 9 10 11 Y T 12 � T 13 " 16 � 3n6 II T� 15 16 I¢ 31 30 29 2g 2] 26 ZS 26 23 22 21 20 19 18 1] 3x4= 3x6= 3H 11 26-9-V � � 26-9-8 LOADING(psf) SPAGNG 2-0-0 CSI. DEFL in (loc) Udefl Ud PLATES GRIP TCLL ��5 Plate Grip DOL 1.15 TC 0.49 Vert(lL) -0.00 15 Nr 180 MT20 197/144 (Ground Snow=50.0) �mber DOL 1.15 BC 025 Vert(C� -0.00 15 n/r 80 TCDL 10.0 Rep Stress Ina YES WB 0.36 Haz(C� 0.01 17 Na Na BCDL 10.0• Code IRC2015/'fP12014 Matrix-R Weight:1751b FT=4% � LUMBER- BRAqNG- TOP CHORD 2x4 SPF No2 TOP CHORD SUuctural wood sheathing directly applied or 6-0-0 oc puAins, except end verGcals,and BOT CHORD 2x4 SPF No.2 2-0-0 oc purlins(60-0 max.):1-4. WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bradng. OTHERS 2x4 SPF No.2 WEBS 1 Row at midpt 1-31,2-30,3-29,428,5-27,&26 MiTek recommends that Stabilizers and required aoss braang be instailed during truss erection in accordance with Stabilizer Installation uide. REACTIONS. All bearings 26-9-8. (Ib)- Max Horz 31=-346(LC 8) Max Uplift All uplik 100 Ib or less at joint(s)31,30,29,28,27,26,24,23,22,21,20 except 18=-154(LC 13) � Max Grav All reactions 250 Ib or less at joint(s)31,28 except 17=326(LC 32),30=363(LC 27),29=387(LC 27),27=361(LC 28),26=354(LC 28),24=353(LC 28),23=353(lC 28),22=354(LC 28),21=352(LC 28),20=362(LC 28),19=256(LC 28),18=289(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)w less except when shown. TOP CHORD 14-15=•307l78,15-17=-278/5 BOT CHORD 30-31=-51/277,29-30=-51/277,28-29=-51/277,27-28=-50/276,2&27=-50/276,25-26=50/276,2425=-50/276,23-24=-50/276,22-23=-50/276, 21-22=-50/276.20-21=-50/276.19-20=-50/276,1&19=•50/276,17-18=-50/276 WEBS 2-30=-321/92,3-29=-348/52,5-27=321/56,E26=-314/62,7-24=-313/59,8-23=-313/59,10-22=-314/60,11-21=-312/58,12-20=-321/65 NOTES t)Wind:ASCE 7-10;Vuft=115mph(3-second gust)Vasd=91mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;endosed;MWFRS(envelope)gable end zone and GC 6Rerior(2)zone;cantilever left and right exposed;end vertical left and right exposed;GC tor members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For sluds exposed to wind(normal to the face),see StarMard Industry Gable End Details as applicable,or consult qualified building designer as per ANSIlTPI 1. 3)TCLL:ASCE 7-10;Pg=50.0 psf(ground snow);Pf=38.5 psf(flat roo(snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=5Q0-0 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater o(min roof live load of 20.0 psf or 2.00 times flat roof load oi 38.5 psf on overhangs non-conwrrent with other live loads. 6)Provide adequate drainage to prevent water ponding. 7)All plates are 2u4 MT20 unless otherwise indicated. 8)Gable requires continuous bottom chord bearing. 9)Truss to be fully sheathed(rom one face or securely braced against lateral movement(i.e.diagonal web). 10)Gable studs spaced at 2-0-0 oc. 11)This truss has been designed for a 10.0 psf bottom chord live load noncor�current with any other live loads. 12)'This Vuss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit behveen the bottom chord and any other members. 13)Provide mechanical connection(by others)of Wss to bearing plate capable of withstanding 1001b uplift at joint(s)31,30,29,28,27,26,24,23,22,21,20 except Qt=1b)18=154. 14)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.102 and referenced standard ANSI/TPI 1. 15)Graphical pu�lin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ��QF NE(�y LOADCASE(S) Standard �'�P ,�ppHERc ��Q ��g .�,. . * V� � 7MC r � � ZN ��s:.;_l �2 56308 � V� AgQFESS4�NP Job ^-,- Truss Truss Type Qry Pty 168 Jeflerson St , 170434238 ' M02 MONOPRCH , 4 1 .1 I Job Reference o tional Univcrsal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Oct 5 2016 Print:8.030 s Oct 5 2016 MiTek Industries,inc.Thu Apr 27 10:0025 2017 Page 1 ID:2bctmuSc8c7246oW Um6rodzMbtH-CHqBIo2fBtK_YF4MtcE8VJOhFIvbERaHCzPJm5zMZW4 � ' 5-6-7 11-1-3 i6-9-8 7-8- 5-6-7 5-6-11. 5-8-5 -10- 3x6 II Scale-1:62. t 6.00 12 ' 3xd� 2 � 15 3xd� 3 ' 2W// Wp d . 3 5 56� I 4 6 HW2 � �� I6 9 8 10 �_ �_ ' �- 6z10 II 8-4-12 i 6-9-8 8-4-12 8-4-12 Plate Offsets X -- 6:Ed e 0-0-0 T�C��NC'(�� 385 SPAGNG 2-0-0 CSI. DEFL., in (loc) I/defl Ud PLATES GRIP (Ground Snow=50.0) P�ate Grip DOL 1.15 TC 0.72 Vert(LL) -0.19 8-10 >999 240 MT20 197/144 i TCDL 10.0 Lumber DOL 1.15 BC 0.62 Vert(CT) -0.32 8-10 >633 180 • BCLL 0.0' Rep Stress Ina YES WB 0.35 Horz(C� -0.02 10 n/a Na BCDL 10.0 Code IRC2015/TPI2014 Matrix-MS Wind(LL) -0.05 8-10 >999 360 Weight:81 Ib FT=4% LUMBER- BRAqNG TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-12 oc purlins, except erW verticals. BOT CHORD 2x4 SPF No2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bradng. WEBS 2x4 SPF No2 WEBS 1 Row at midpt 1-10,2-10 SLIDER Right 2x8 SP DSS 2-6-0 MiTek recommends that Stabilizers and required aoss bradng be installed during truss erection in axordance with Stabilizer Installa6on uide. REACTIONS. (Ib/size) 6=1061/0-5-8 (min.0-1-12),10=972/0-3-8(min.61-14) Max Horz6=-277(LC 10) Max Uplift6=-27(LC 13),10=-69(LC 13) Mau Grav6=1112(LC 20),10=1203(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-15=-895/126,3-15=-902/122,3-4=-1118/111,4•5=-1357/126,5-6=-357/0,1-10=-321/45 BOT CHORD 10-16=-72/703,9-16=-72/703,8•9=72/703,6-8=-104/1141 WEBS 4-8=-400/145,2-8-22J532,2-10=-1061/165 NOTES 1)Wind:ASCE 7-10;VuR=115mph(3-second gust)Vasd=91 mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;endosed;MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=50.0 psf(ground srww);Pf=38.5 psf(flat root snow);Category II;Exp B;Partially Exp.;Ct=1.t 3)Unbalanced snow loads have been considered(or this design. 4)This truss has been designed(or greater of min roof live load of 16.0 psf or 2.00 5mes flat rooi load of 38.5 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed(or a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-60 tall by 2-0-0 wide will(it between the bottom chord and any other members,with BCDL=10.Opsf. 7)Provide mechanical connection(by others)of Vuss to bearing plate capable o(withstanding 1001b uplift at joint(s)6,10. 8)This truss is designed in aocordance wdh the 2015 International ResidenGal Code sections R502.11.1 and R802.10.2 arul referenced standard ANSVTPI 1. LOAD CASE(S)Standard ��pF NEyyy Gj'�P �pPHER G �'p �5 �- � V¢ ' � � � r � W Z ,.,.:�t. z N .�e�>.:F" �� s630a �' L� ARQF�SSIONP Job�� - � Truss Truss Type Qry Ply 168 Jefferson St � , 170434238 ' PBO7 PIGGIBACK 45 1 Job Reference o tional Universal Forest Pr�ducts,5631 S.NC 62,Burlington,NC � Run:8.030 s Oct 5 2016 Print:8.030 s Oct 5 2016 MiTek Industries,Inc.Thu Apr 2710:0026 2017 Page 1 I D 2bctmuSc8c7246oW Um6rodzMbtH-gUOZyBaHyASr9 PfZ�JIN2 WZs69KLzzJRQd9tIYzMZW3 I $�g¢_,:,5.� 2w II 3 6.00 12 5 W1 2 � � B1 � 9 � d �= h6 11 1 �'��-� I 6-�-� ' ' 0-11-1 ' S-1-15 � � LOADING(psQ SPAGNG 2-0-0 CSI. DF�'l. in (loc) Udefl Ud PLATES GRIP I�I TCLL ��5 Plate Grip DOL 1.15 TC 071 Vert(LL) -0.01 1 Nr 180 MT20 197/144 ,I (Ground Snow=50.0) L�mber DOL 1.15 BC 026 Vert(Cn 0.01 1 n/r 80 TCDL 10.0 Rep Stress Ina YES WB 0.00 Haz(C� 0.00 4 n/a Na BCLL OA ` CodeIRC2q15/TPI2014 Matrix-P Weight:161b FT=4% I BCDL 10.0 LUMBER- BRAqNG- I TOP CHORD 2u4 SPF No2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verGcals. '' BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 x braang. ' WEBS 2x4 SPF No2 MiTek recommends that Stabilizers and required cross bradng be installed during truss erection in accordance with Stabilizer Installatlon uide. REACiIONS. (Ib/size) 4=290/St-15 (min.0-1-8),2=357/5-1-15 (min.0-1-8) Max Horz 2=82(LC 9) Max Uplift4=-25(lC 12),2=-15(LC 12) Max Grav4=323(LC 19),2=367(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Iti)or less except when shown. TOP CHORD 3-4-273/91 NOTES t)Wind:ASCE 7-10;Vult=115mph(3•second gust)Vasd=91 mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;6cp B;endosed;MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical lek and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=50.0 psf(ground snow);Pf=38.5 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 ps(a 2.00 tlmes flat roof load of 38.5 psf on overhangs non-concurrent with other live bads. 5)Gable requires continuous bottom chord bearing. 6)This Vuss has been designed for a 10.0 psf bottom chord live load nor�concuRent with any other live loads. 7)'This truss has been designed for a live loazl of 20.Opsi on the bottom chord in all areas where a rectangle 3-60 tall by 2•0-0 wide will(it between the bottom chord and any other members. 8)Pro�ride mechanical connection(by others)oi Vuss to bearing plate capable of withstarding 1001b uplift at joint(s)4,2. 9)This truss is designed in axordance wdh the 2015 International Residenfial Code sections R502.11.1 and R802.102 and referenced standard ANSVTPI 1. 10)See Standard Industry Piggybadc Truss Conr�ection Detail for Connection to base truss as applicaWe,or consult qualified building designer. LOAD CASE(S) Standard ��pF N E(�y y ��P r',�aPH�R� ��P �_J r � * V�¢ ; � r � m :�� z� ��, �>:.:�-� c� 5630$ � �� AR°FesS�a�P Job �. ' Truss 7russ Type Qry PIy 168 JeHerson St 170434236 ' PB02 GABLE 12 7 � Job Reference o tional . Universal Forest Prcducts,5631 S.NC 62,Budington,NC � Run:8.030 s Oct 5 2016 Print:8.030 s Oct 5 2016 MiTek IndusMes,Inc.Thu A r 27 10:0028 2017 Pay e 1 '� ID:2bctmuSc8c7246oWUm6rodzMbtH-csWKNqcXUoiZPjpxYknr7xeF�ylfRsgkuxe_NQzMZW1 , . 6-3-8 12-7-0 6-3-8 6-3-8 � scae.,so., �� `�— 3 6.00 12 g 1 T � � ST1 6 2 5 1 B1 �d 6 �1= bA II �- 0-11-1 11-7-15 12-7-0 0-11-1 10-8-14 0-11-1 LOADING(psf) SPAGNG 2-0-0 CSI. DEFL.. in (loc) UdeFl Ud PLATES GRIP TCLL ��5 plate Grip DOL 1.15 TC 0.56 VeR(LL) Na - Na 999 MT20 197/144 (Ground Snow=50.0) Lumber DOL 1.15 BC 021 Vert(C� n/a - n/a 999 TCDL 10.0 Rep Stress Ina YES WB 0.07 Horz(C� 0.00 5 Na Na BCLL 0.0` Code IRC2015/TPI2014 Matrix-S Wei ht:31 Ib FT=4% BCDL 10.0 9 LUMBER- BRAqNCr TOP CHORD ?x4 SPF No.2 TOP CHORD Structural wood sheathing directry applied or 6-0-0 oc purlins. BOT CHORD 2x4 SPF No2 BOT CHORD Rigid ceiling direcHy applied or 10-0-0 oc braang. OTHERS ?x4 SPF No.2 MiTek recommends that Stabilizers and required aoss braang be installed du�ng truss erection in accordance with Stabilizer Installa6on uide. REACTIONS. All bearings 12-8-0. (Ib)- Max Horz 1=39(LC 12) Max Uplift All uplift 100 Ib or less at joint(s)except 1=-443(LC 19),5=-443(LC 20),2=-140(LC 12),4=-131(LC 13) Max Grev All readions 2501b or less atjoint(s)1,5 except 2=863(LC 19),4=883(LC 20),6=563(LC 1) FORCES. (Ib)-Max.Comp./Man.Ten.•All forces 250(Ib)or less except when shown. WEBS 3-6=-431/89 • NOTES- 1)Wind:ASCE 7-10;Vuft=115mph(3-second gust)Vasd=91 mph;TCDL=6.Opsf;BCDL=fi.Opsf;h=24ft;Cat.II;Exp B;endosed;MWFRS(envelope)gable end zone and C-C EMerior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C fw members and(orces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed fa wind loads in the plane of the truss only. For studs exposed to wind(normal to the(ace),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pg=50.0 psf(ground snow);Pf=38.5 psf(flat roo(snow);Category II;Exp B;Partially 6cp.;Ct=1.1 4)Unbalanced snow loads have been considered tor this design. 5)GaWe requires con6nuous bottom ctard bearing. 6)Gable studs spaced at 2-0-0 x. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconarrent with any other live loads. 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle&EO tall by 2-0-0 wide will fit belween the bottom cFard and any other members. 9)Provide mechanical conneclion(by otheis)of truss to bearing plate'capable of withstanding 443 Ib uplift at joint 1,443 Ib uplift at joint 5,140 Ib uplift at joiM 2 and 131 Ib uplift at joint 4. 10)This truss is designed in accordarKe wdh the 2015 InternaGonal Residential Code sections R502.11.1 arui R802.102 and referenced standard ANSI/TPI 1. 11)See Standard Industry Piggybadc Truss Connection Detail for Connection to base truss as applicable,or coreult qualified building designer. LOAD CASE(S)Standard � ��oF NE�,r Gj'�P ,�pPHER G p� `5 � * V� '� � * r � � � ZN �,-:�- �2 S630a � v� AR��ESSIO�P Job� _ Truss Truss Type �ty Py 168 Jefferson St 170434236 " T01 PIGG`BACK BASE 4 7 � Job Reference o tional Univr-.rsal Forest Prnducts,5631 S.NC 62,Budington,NC qun:8.030 s Oct 5 2076 Print:8.030 s Oct 5 2016 MiTek Industries,Inc.Thu Apr 27 10:00:30 2017 Page 1 � I D:2bctmu Sc8c7246o W U m6rodzM btH-ZFd4oVdnO PyHeO zKf9pJC MjZ rmaSvZBO LF74 RJzMZ W� , . 3-5-8 9-9-8 16-1-8 23-1-12 29-9-14 36-9-8 37-8 0 '� 3-5-8 6-4-0 6-4-0 7-0-4 6-8-2 6-11-10 0-10-8 • . Scale-151. � 6.00 12 � 2W II ' 6Vi- ' . 2 2 T2 3 < 3a6 II 1 1 � Lk II 5 I � 68� 6 M/ W3 WS 55� 7 i 24 I 6k6� 8 9 10r� � 25 M 15 2'! 14 28 13 �p � 166�6= .. Syg- 5�= 4R10= 6rB= 3W'11 6x6 II i 9-9-8 23-1-12 30-9-8 36-9-8 9-9-8 13-4-4 7-7-12 6-0-0 ' TOADING(psf) �5 SPAGNG 2-0-0 CSI. DEFL. in (Ix) I/defl Ud PLATES GRIP (Ground Snow=50.0) P�ate Grip DOL 1.15 TC 0.67 Vert(LL) -0.31 13-15 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC OJ9 Vert(C� -0.49 13-15 >743 180 BCLL 0.0 ` Rep Stress Ina YES WB 0.84 Haz(C� 0.02 11 Na Na BCDL �p.0 CodeIRC2015/TPI2014 Matrix-MS Wind(LL) 0.0313-15 >999 360 Weight:2391b FT=4% LUMBER- gqpq� TOP CHORD 2x6 SPF No.2 TOP CHORD Structurel wood sheathing directty applied or 43-10 oc purlins, except end verticals, BOT CHORD 2x6 SPF No.2 and 2-0-0 oc purlins(5-&14 max.):2-4. WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bradng. SLIDER Right Dc4 SPF No2 2-60 WEBS 1 Row at midpt 3-15,4-15,4-13,5-13,1-16 � 2 Rows at 1Y3 pts 2-16 MiTek recommends that Stabilizers and required cross braang be installed during truss erection in accordance with Stabilizer Installation uide. REACTIONS. (Ib/size) 11=2682/0-5-8 (min.0-5-0),16=1690/0-5-8(min.0-3-0) Max Horz 16=-301(LC 10) � Max Upliftt 1=-69(LC 13),16=-39(LC 8) Max Grav11=3197(LC 31),16=1896(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-21=-1286/195.21-22=-1286/195,3-22=-1286/195,3-4=-1286/195,4-5=-1869/207,5-23=-1404l16.6•23=-1431l70,6-7-1825/44,-.. 7-24=•226/949.8-24=-246(736,8-9=-65/310,1-16=-254/131 BOT CHORD 1625=0/625,2526=0/625,1526-0/625.15-27=0/1206,14-27=0/1206.1428=0/1206,13-28=0/1206.12-13=-263/218,11-12=-263/218. 9-11=-659/287 � WEBS 2-15=-40/1459,3-15=-1137/136,4-15=-431/238,4-13=-200/549,5-13=-1141/207,7-13=-84/1734,7-11=-3012/356,2-16=-1881/135 NOTES 1)Wind:ASCE 7-10;Vuft=115mph(3-second gust)Vasd=91 mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;endosed;MWFRS(envelope)gable end zone and C-C Exterior(2)zone;canblever left and right exposed;end vertical left and rigM exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=50.0 ps((ground snow);Pf=38.5 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=50-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf w 2.00 times flat roof load of 38.5 psf on overhangs non-concurrent with other live loads. 5)Pro�ride adequate drainage to prevent water porxling. 6)This truss has been designed for a 10.0 ps(bottom chord live load nonconcunent wdh any other live loads. 7)'This truss has been designed for a live load oi 20.Opsf on the bottom chord in all areas where a rectangle 3-EO tall by 2-0-0 wide will(ft between the bottom cMrd and any other members,with BCDL=10.Opsf. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 69 Ib uplift at joint 11 and 39 Ib uplift at joint 16. 9)This truss is designed in accordar�ce with the 2015 International Residen6al Code sections R502.11.1 and R802.102 and referenced standard ANSI/TPI 1. 10)Graphical purlin representabon dces not depict the size or the wientation of the purlin along the top and/or bottom cFwrd. LOAD CASE(S)Standard ��oF NE�,t- ��P ,�pPHER G �'A �5 .r * V� ; � r � (�S� ",-�\. tu ZN cr«ie'" � 56308 � L� ARdfiESSI�NP --- � Job �"' � Truss Truss Type Qry Ply 168 Jetterson St 17043423B ` T02 PIGGIBACK BASE 8 1 I Job Reference o tional Univeral Forest Pro�!uds,5631 S.NC 62,Burlington,NC Run:8.030 s Oct 5 2016 Print:8.030 s Oct 5 2016 MiTek Industries,Inc.Thu Apr 27 10:00:31 2017 Pa e 1 ID2bctmuSc8c7246oWUm6rodzMbtH-1 RBSOrePnj48GAYWDsLYIaGhcAxoe_RAavse_IzM�W_ -01�(-8_u.6-11-10 13-7-12 , 20-8-0 , 27-0-0 , 33-4-0 40-4-4 , 47-0-6 i 54-0-0 54r1Q-8 0-10-8 6-11-10 6-8-2 7-0-4 6-4-0 6-4-0 7-0-4 6-8-2 6-11-10 0-10-8 �I Scale-1:89. 6�= 2rd II y�y- � B g 6.00 12 31 � aw II 2xe II 0�6 i 5 10 brb� 5 Wa W3 11 h6. 3 a 5�� Q i 12 a�� aea. I 3 �3 6 2 id �' 1- � 21 33 � 36 19 � �g �� i6 Q�_ 5�_ �- 5�_ �- Sz10= 6�= dxd 11 a�II � 13-7-12 , 27-0-0 , 40-4-4 48-0-0 , 54-0-0 , �� 13-7-12 13-4-4 13-4-4 7-7-12 6-0-0 Plate Offsets X -- 2:0-0-0 0-2-14 , LOADING(psQ SPACING 2-0-0 CSI. DEFI. in (Ix) Vdefl Ud PLATES GRIP TCLL �•5 Plate Grip DOL 1.15 TC 0.86 Vert(LL) -0.42 20-22 >999 240 MT20 197/144 I (Ground Snow=50.0) �umber DOL 1.15 BC OJ6 Vert(CT) -0.61 20-22 >945 180 TCDL 10.0 Rep Stress Ina YES NB 0.97 Haz(C� 0.11 16 Na Na BCLL 0.0 ' Code IRC2015/TPI2014 Matrix-MS WirM(LL) 0.09 20-22 >999 360 Weight:317 Ib FT=4% BCDL 10.0 LUMBER- BRAqNG- TOP CHORD 2x6 SPF No2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,except BOT CHORD 2x6 SPF No.2"Except' 2-0-0 x purlins(3-4-15 max.):7-9. B1:2x6 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SPF No2 WEBS 1 Row at midpt 7•20,8-20,9-18 SLIDER Left Dc4 SPF No.2 2-6-0,Right 2x4 SPF No2 2-6-0 MiTek recommends that Stabilizers and required aoss braang be installed during truss erection in accordance with Stabilizer InstallaGon uide. REACTIONS. (Ib/size) 2=2825J0-S8 (min.0-4-8),16=3663/PS-8 (req.0-5-12) Max Horz2=141(LC 12) Mau Uplif[2=-47(LC 12),16=•36(LC 13) Max Grav2=2866(LC 19),16=3663(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3-1660/0,3-4=-4764J398,4•5=-4297/321,5•6=-4057/342,6-31=-4382/468,7•31=-4149/485,7-8=-2942/336,8-9=-2942/336, 9-32=-2334/296,10-32=-2567/279,10-11=2295/166,11-12=-2555/134,12-13=-243/898,13-14=63/318 BOT CHORD 2-22=-246/4117,21-22=-4/2986,21-33=-4/2986,2033=4/2986,2a34=0/2421,19-34=0/2421,19-35=0/2421,18-35=0/2421,14-16=-645/284 WEBS 422=413/167,6-72=-791/235,7•22=17911435,7-20=-244/583,&20=-693/134,9-20=-29/1393.9-18=-610/101.10-18=-670/206. 12-18=-157/2472.12-16=-3473/434 NOTES 1)Wirni:ASCE 7-10;Vutt=115mph(3-second gust)Vasd=91 mph;TCDL=6.Opsf;BCDL=6.Opsh h=24ft;Cat.II;Exp B;endosed;MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and rigM exposed;C-C for members and forces 8 MWFRS for reacGons shown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=50.0 ps((ground snow);P(=38.5 psf(Flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu left=27-10-8,Lu right=27-10-8 3)Unbalanced snow loads have been considered(or this design. 4)This truss has been designed for greater of min roof live load o(16.0 psf w 2.00 Gmes flat roof load of 38.5 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live bad nonconcurrent wi[h any other live loads.. 6)'This truu has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-EO tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Ops(. 7)WARNING:Required bearing size at jant(s)16 greater than input bearing size. 8)Provide mechanical connection(by others)of Wss to bearing plate capable o(withstanding 471b uplift at joint 2 and 361b uplift atjoint 16. 9)This truss is designed in accordarKe with the 2015 International Residen6al Code sedions R502.11.1 arxl R802.102 and referer�ced standard ANSVTPI 1. 10)Graphiral purlin representation does not depid the size or the orientation of the purlin along the top and/or bottom chord. • 11)The loading on this truss has been modified to re(led the roof profile,the ridgeline is located 27-10-8(rom joint 1 and has a slope of 6.000 on the left and-6.000 on the right. LOAD CASE(S)Standard ��pF NEt�yY , �'�Q' ,�ppHER G �'�' �5 �_. ?¢ * � � :: � * r � � .--�t� w �N �t��%" .�' ?� s6308 C�, AR�F�sSioNP� Job Truss Tmss Type Qty Ply 168 Jefferson St �I 160401936 F01 Floor � 1g 1 Job Reference o tional Universa�Forest PrF;�ucts,5631 S.NC 62,Budington,NC � � Run:8.030 s Oct 5 2016 Print:8.030 s Oct 5 2016 MiTek Industries,Inc. Thu Apr 27 08:35:39 2017 Page 7 I D:2bctmuSc8c7246oW Um6rodzMbtH-7q WTJjONyCYeNeGtwS_SNnMYcY?EaAZgghOBFuzMal I 0-1-8 H i 2-6-0 i i ��— 9-8 i 0-1-8 sca�i az 6�= 3z4= 3x6= 3R6 FP= <�_ 1 2 3 6 5 6 1 9 9 1� ` � 19 I6 � 15 ll 13 12 3�= dicl2= 3x6= 3xi2 MT18H FP= 6�'12= �- 'I 1.5N SP= .,�. � I 20-3-8 20-3-8 Plate Offsets X -- 1:Ed e 40-12 4:0-1-8 E e 11:0-5-0 Ed e 14:0-1-8 Ed e 17:0-6-8 Ed e 18:0-1-8 0-0-12 19:0-1-8 0-0-12 LOADING(psf) SPAGNG 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) -0.40 12-14 >605 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.84 Vert(C� -0.62 12-14 >387 240 MT18H 197/144 BCLL 0.0 Rep Stress Ina YES WB 0.48 Horz(C� 0.08 11 Na Na BCOL 10.0 Code IRC2015/TPI2014 Matrix-S Weight:791b FT=0%F,0%E LUMBER- BRAqNG TOP CHORD 2x4 SPF 2100F 1.8E(flat)'Except` TOP CHORD SVuctural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. T2:2x4 SPF No2(8at) BOT CHORD Rigid ceiling direcNy applied or 10-0-0 oc braang. BOT CHORD 2x4 SPF 2100F 1.SE(flat) WEBS 2x4 SPF No.2(ilat) REACTIONS. (Ib/size) 17=1196/0-5-8 (min.0-1-8),11=1196/0-3-8(min.0-1-8) FORCES. (Ib)-Max.Comp./Mau.Ten.-All forces 250 Qb)or less except when shown. TOP CHORD 2-3=-3402/0,3-4=3402/0,4-5=-4307/0,5-6=-4307/0,6-7=3435/0,7-8=-3435/0,8-9=-3435/0 BOT CHORD 16-17=0/2007,15-16=0/4307,1415=0/4307,13-14=0/4174,12-13=0/4174,11-12=0/2018 WEBS 9-11=-2273/0,2-17=-2260/0,9-12=0/1607,2-16=0/1583,3-16=-275/54,6-12=-839/0,4-16=-1213/0,6-14=-204/573 NOTES 1)Unbalanced Floor live loads have been considered(or this design. 2)All plates are MT20 ptates unless otherwise indicated. 3)All plates are 1.Sx4 MT20 unless otherwise indicated. 4)Bearing at joint(s)17,17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing suAace. 5)This truss is designed in accordance with the 2015 International Residential Code sections R502.1 t.t and R802.102 and referenced standard ANSI/TPI 1. 6)Recommend 2u6 strongbacks,on edge,spaced at 10-0-0 x and fastened to each Iruss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard ��pF NE�y y �j'�P qp4HER G .�'S> �5 •�- '� V'Z� ; �C r � �, u� rn ""�!' � 2�, s,�>.:�: �c� 5630$ v� A��ESSIO�P Job Truss � Truss Type Qty Pry 168 Jefferson St 160401936 F01L � GABLE 5 1 Job Reference o tional Universal Forest Proo�cts,5631 S.NC 62,Burlington,NC Run:8.030 s Oct 5 2016 Print:8.030 s Oct 5 2016 MiTek Industries,Inc. Thu Apr 27 08:35:39 2017 Page t ID2bctmuScSc7246oW Um6rodzMbtH-7q WTJjONyCYeNeGIwS_SNnMgTYC WaHUgghOBFuzMal o-H 8 o-H s Scale-132. , T6 FP= a6 II 1 2 3 4 5 6 ' 7 B 910 11 12 � � 26� 26 23 71 21 2p 19 18 1] 16 15 1d 13 �� 36 FP= �a II , 2-0-0 , 4-0-0 , 6-0-0 8-0-0 , 10-0-0 , 12-0-0 , 14-0-0 16-0-0 , 18-0-0 , 20-3-8 ' 2-0-0 ' 2-0-0 ' 2-0-0 ' 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 2-3-8 Plate Offsets X -- 1:Ed e 0-0-12 12:0-1-8 Ed e 25:0-1-8 QO-12 26:0-1-8 0-0-12 LOADING(psf) SPAGNG 2-0-0 CSI. DEFL. in (loc) VdeFl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.16 Vert(LL) Na - n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.05 Vert(Cn n/a - Na 999 BCLL 0.0 Rep Stress Ina YES WB 0.03 Horz(C� 0.00 13 Na Na BCDL 10.0 Code IRC2015/TPI2014 Matrix•R Weight:64 Ib FT=0%F,0%E LUMBER- BRAdNG TOP CHORD 2x4 SPF No.2(flat) TOP CHORD Structural wood sheathing direcNy applied or 6-0-0 oc pudins, except erW verticals. BOT CHORD ac4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc braang. WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(Nat) REACTIONS. All bearings 20-3-8. (Ib)- Max Grav All reactions 250 Ib or less at jant(s)24,13,23,22,21,20,19,18,17,16 except 14=260(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)a less except when shown. NOTES- 1)All plates are 1.Sx4 MT20 unless otherwise indicated. � 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable sluds spaced at 2-0-0 oc. 5)Bearing at joint(s)24,13 considers parallel to grain value using ANSIlfPI 1 angle to grain formula. Building designer should verity capadty of bearing suAace. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 ar�R802.102 and referenced s[andard ANSVTPI 1. 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means LOAD CASE(S) Standard / ��aF NEt�y Y Gj'�P ,�pPHER G �'Qi ¢`g r : � V� � * r � � ,� � ZN 56308 �� AR��ESSiONP Job Truss Truss Type Ory Py 168 Jeflerson St 16040?93B F02 FloorGirder 6 1 Job Reference o tional Universal Forest PraHuc[s,5631 S.NC 62,BuAington,NC Run:8.030 s Oct 5 2016 Print:8.030 s Oct 5 2076 MiTek Indusiries,Inc. Thu Apr 27 08:35:41 2017 Page 1 I D 2bctmuSc8c7246oW Um6rodzMbtH-3Cd DkP2eTpoLcyQG2tOwSCSqUMjq2?9z8?tlKnzMal W 0-1-8 HF 2--6�� i ; 1'-� �'�� -�� 0'1-8 I-�_,�. / 3R6 FP= 3W FP= 1.Sxd= 6a12MT19M= 6N- Sa611 MSH626 ]x12MT18H- 1.S�c6= 1 2 3 d 5 6 '! B 9 10 11 f2 AId, W w5 zi O Id XI � 19 IB 17 16 /5 1� OS= Q�IB= dr&II 5�II 3r12MT18HFP= � bXIbMTIBH= 3z12 MT18H FP= gx�Z= 16-4-4 20-3-8 16-4-4 3-11-4 PlateOfisets X -- 5:0-1-8Ed e 6:0-300-0-0 13:1-1-OEd e 17:03-0Ed e 21:0-EBEd e 22:0-1-80-0-10 23:0-1-80-0-10 LOADING(ps() SPAGNG 2-0-0 CSI. DEFL. in (loc) I/deFl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.90 Vert(LL) -0.39 16-17 >623 360 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.77 Vert(C� -0.60 16-17 >401 240 MT18H 197/144 BCLL 0.0 Rep Stress Inp NO WB 0.72 Horz(C� 0.07 13 n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Weight:139 Ib FT=0%F,0%E LUMBER- BRAqNG- TOP CHORD Dc4 SPF No.2(fiat) ' TOP CHORD SVudural wood sheathing directy applied or 4-1-0 oc purlins, except end verticals. BOT CHORD ac4 SP 2700F 2.OE(flat)'ExcepY BOT CHORD Rigid ceiling directly applied or 10-0-0 x braang. 81,64:2x4 SPF 2100F 1.SE(flat) WEBS 2u4 SPF No2(Flat) REACTIONS. (Ib/size) 21=1613/0-5-8 (min.0-1-8),13=2972J0•3-8 (min.0-2-0) FORCES. (Ib)-Max.Comp./Max.Ten.-All(orces 250(Ib)or less excepFwhen shown. TOP CHORD 2-3=-5362/0,&4=-5362/0,4•5=-5362/0,5-6=-7631/0,6-7=-7631l0,7-8=-8678/0,&9=-8678/0,9-10=-8678/0,10-71=-8291/0 BOT CHORD 20.21=0/3054,19-20=0/7631,18-19=0/7631,17-18=0/7631,16-17=0/8622,15-16=0/8291,14-15=0/8291,13-14-0/5731 WEBS 11-13=-6376/0,2-21=-3376/0,2-20=0/2569,7-16=0/356,5•20=-2705/0,7-17=-1476/0,5•18=0/552,6-17=0/284,10-14=-2582/0,10-16=0/522, 11-14=0/3604 NOTES 1)Unbalanced 800r live loads have been considered(or this design. 2)All plates are MT20 plffies unless otherwise irMicated. 3)All plates are 3x6 MT20 unless otherwise indicated. 4)Bearing at joint(s)21,13 corsiders parallel to grain value using ANSVTPI 1 angle to grain tormula. Building designer sFauld verity capadty of bearing surface. 5)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.102 and reterenced standard ANSUTPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and(astened to each Vuss with 3-tOd(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)Use USP MSH426(With 16d�ails into Girder&16d nails into Truss)or equivalent at 16-4-4 from the left end to connect truss(es)F10(1 ply 2x4 SPF)to back face of top chord. 8)FII all nail Fales where hanger is in contad with lumber. 9)In the LOAD CASE(S)section,loads applied to the face o(the truss are noted as front(�or badc(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Inaease=1.00,Plate Inaease=1.00 Uniform Loads(plf) Vert:1&21=-20,1-12=-100 Concentrated Loads(Ib) , Vert:10=-2192(B) ��pF NEt.yY '�Q' pPNER G �'P � �5� � Z� � V � , � � r � . 2 :,t-.�1. 2 N at�>—� �� 56308 �2 A��FESSIONP� ,r�,.� Job Truss Truss Type Qty Pty 766 Jefferson St � 160401�j38 F02L GABLE 1 1 Job Reference o tional Universal Forest Pra:ucts,5631 S.NC 62,Burlington,NC Run:8.030 s Oct 5 2016 Print:8.030 s Oct 5 2016 MiTek Industries,Inc.Thu Apr 27 08:35:47 2017 Page 1 I D 2bctmuSc8c7246oW Um6rodzMbtH-3CdDkP2eTpoLcyQG2tOwSCS0AMu62A_z8?tlKnzMal W o-H s �.,�., 3rb FP= �1 2 3 6 , 5 6 ] 8 910 11 12 13 � � 26 25 26 23 22 21� ZO 19 18 1] I6 15 1d 3R6 II �6 FP= 2-0-0 4-0-0 6-0-0 8-0-0 10-0-0 12-0-0 14-0-0 16-0-0 18-0-0 20-0-0 21-0-0 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 1-0-0 Plate Offsets X -- 1:Ed e 0-0-12 27:0-1-8 a0-12 I LOADING(psQ SPAqNG 2-0-0 CSI. DEFL in (loc) Udefl Ud PLATES GRIP I TCLL 40.0 Plate Grip DOL 1.00 TC 0.15 Vert(LL) n/a - Na 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.04 Vert(CT) Na - Na 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Haz(C� 0.00 14 n/a n/a I BCDL 10.0 Code IRC2015lTPI2014 Matrix-R Weight:661b FT=0%F,0%E LUMBER- BRAqNG � TOP CHORD Dc4 SPF No2(8at) TOP CHORD Structural wood sheathing directy applied or 6-0-0 x pudins, except end vertcals. I BOT CHORD 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling direcdy applied or 10-0-0 x bradng. ! WEBS Dc4 SPF No2(flat) ' OTHERS 2x4 SPF No2(flat) � REACl10NS. All bearings 21-0-0. (Ib)- Mau Grav All reactions 250 Ib or less at joint(s)26,14,24,23,22,21,20,19,18,15 except 25=251(LC 1),16=250(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)a less except when shown. NOTES 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). � 4)Gable studs spaced at 2-0-0 oc. 5)Bearing at joint(s)26 cor�siders paraliel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capadry of bearing surface. 6)This truu is designed in accordance with the 2015 International ResidenGal Code sections R502.11.1 and R602.102 arxl referenced sWndard ANSI/TPI 1. 7)Recommend 2�c6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. SVongbacks to be attached to walls at their outer ends or restrained by other means. 8)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard ' �pF NEt�y Y �'��,�OPtiER G ,�� * V� � 7fC r � � ,:l-,l w ZN ,t�. �2 56308 � ti� AR�FESS40�P Job Truss T�uss 7ype Qty Ply 168 Jetferson St 160407.3B F03 Floor 16 1 . Job Reference o tional Universal�Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Oct 5 2016 Print:8.030 s Oct 5 2016 MiTek Industries,Inc. Thu Apr 27 08:35:42 2017 Page 1 ID 2bctmuSc8c7246o W Um6rodzMbtH-XPBcx12G E7wCE6?SbaX9_P_7AIOgnYl6MfdrsDzMal 0-1-8 H, 2-s-o , oHs $�_,25. 1.Sxa II 1.Sr6= 3i5= 1.5zd 11 3x6= 1.Scd II 36 FP= 3x6= 9x4 II 1 2 3 6 5 3iw— � 6 ] 8 9 1� 15 1d 13 12 11 10 _ 3�= 1.5z/11 3�c12 MT18H FP= ��0= 25= I.Sx6 II 3p'.- � �6-2-$ I ' 16-2-8 Plate Offsets X — 1:Ed e 0-0-12 4:0-1•8 E e 5:0-1-8 Ed e 16:0-4-8 Ed e 17:0-1-8 0-0-12 LOADING(psf) SPACING 2-0-0 CSI. DEFL in (loc) VdeH L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.39 Vert(LL) -0.14 14 >999 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(Cn -0.24 15-16 >801 240 MT18H 197/144 BCLL 0.0 Rep Stress Ina YES WB 0.36 Horz(C� 0.05 10 Na Na BCDL 10.0 Code IRC2p15lfP12014 Matrix-S Weight:671b FT=0%F,0%E LUMBER- BRAqNG- TOP CHORD ?x4 SPF No2(Oat) TOP CHORD Structural wood sheathing directly applied or 60-0 oc purlins, except end verficals. BOT CHORD 2u4 SPF No2(Oat) BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bradng. WEBS 2x4 SPF No.2(flat) REACTIONS. (Ib/size) 16=951/0-5-8(min.0-1-8),10=957/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)w less except when shown. TOP CHORD 2-3=-2506/0,3-4=2506/0,4•5=-2799/0,56=-2506/0,6-7=-2506/0,7•8=-2506/0 , BOT CHORD 15-16=0/1542,14-15=0/2799,13-14=0/2799,12-13=0/2799,11-12=0/2799,10-11=0/1544 WEBS 6-10=-1742/0,2-16=-1735/0,8-11=0/1092.2-15=0/1094,6-11=-267l0,3-15=-269/0,5-11=-481/42,4-15=-481/42 NOTES 1)Unbalanced floor live loads have been considered(or this design. ` 2)NI plates are MT20 plates unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)Bearing at joint(s)16 considers parallel to grain value using ANSIlfPI 1 angle to grain tormula. Building designer should veriiy capacity oi bearing surface. 5)This truss is designed in accordance with the 2015 International ResidenHal Code sections R502.11.1 and R802.102 and referenced standard ANSIlfPI 1. 6)Aecommend 2x6 strongbacks,on edge,spaced at 10-0-0 x and fastened to each Vuss with 3-tOd(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or resVained by other means. 7)CAUTION,Do not erect truss badcwards. LOAD CASE(S) Standard ��pF NEyy y Gj�P �(OpHER G ,�'Q,r �g '�_ . * UZ� � � r � C'' . W cn ;--.l. � 2� �t��.� �� S6308 � V� AR�FESSI��P Job Truss Truss Type aty Pry 168 Jefferson St � . 160401936 F03L GABLE 1 1 Job Reference o tional ' Universal Forest Protlucts,5631 S.NC 62,Bur�ington,NC � Fun:8.030 s Oc[5 2016 Print:8.030 s Oct 5 2016 MiTek Industries,Inc. Thu Apr 27 08:35:43 2017 Page 1 • ID:2bctmuSc8c7246oWUm6rodzMbtH-?bl_943u?Q23rGae9120XdXMg9adW4UGbJMOOFzMaI _� F—f sca�e.,:,o. � 1.Sxd II , Z 1Kf II 3 1Yi II 6 1K1 II � T1 9 'o �d 1Ki= 1X1= W� STt 571 W� �1 BL1 81 8 ] 6 5 3x6 II 1X1 II tq II 3rA II 2-0-0 4-0-0 5-7-0 2-0-0 2-0-0 1-7-0 Plate OFfsets X – 1:Ed e 0-0-12 LOADING(psf) SPACING 2-0-0 CSI. DEFL in (loc) I/defl Ild PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.15 Vert(LL) n/a - n/a 999 MT20 197/744 TCDL 10.0 Lumber DOL 1.00 BC 0.04 Vert(C� Na - Na 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Hwz(C� 0.00 5 Na Na BCDL 10.0 Code IRC2015/TPI2014 Matrix-R Weight:21 Ib FT=0%F,0%E LUMBER- BRAqNG- TOP CHORD 2x4 SPF No2(flat) TOP CHORD Structural wood sheathing directly applied or 57-0 oc purlins, except end verticals. BOT CHORD 2x4 SPF No.2(Bat) BOT CHORD Rigid ceiling directly applied or 140-0 oc braang. WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No2(flat) REACTIONS. All bearings 5-7-0. ' (Ib)- Max Grav All readions 250 Ib or less at joint(s)8,5,6 except 7=251(LC 1) I FORCES. (Ib)-Max.Comp./Max.Ten.-All torces 250 Ib)or less except when shown. NOTES t)Gable requires conbnuous bottom cFwr aring. 2)Truss to be fully sheathed from one face or s rely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 2-0-0 oc. 4)Bearing at joint(s)8,5 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capaary of bearing surface. 5)This truu is designed in accordar�ce with the 2015 International Residenbal Code sections R502.11.1 and R802.102 and referenced standard ANSUTPI 1. 6)Recommerni 2x6 strongbacks,on edge,spaced at 10-0-0 oc and(astened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard � ��Q��E�/y �'�P ,�pPHER G .��i `0 .��. _- * U� � * r � � 2 Z� " � �� 56308 �� AR�fiESS{O�P� Job � Truss Truss Type . pty Ply 168 Jefferson St 160401,936 F04 Floor � 1 1 Job Reference o tional Universal Forest Pro�Yucts,5631 S.NC 62,Bu�lington,NC Run:8.030 s Oct 5 2016 Print:8.030 s Oct 5 2016 MiTek Industries,Inc.Thu Apr 27 08:35:44 2017 Page 1 ID 2bctmuSc8c7246o W Um6rodzMbtH-TnJMM�4W mkAwTP9rj?ad3q4MOZiTFPAPqz6yw5zMal 0-1-8 H i 2--� i 1--9-� l-=f �s�_.8i:a. 66= 3c6= 3N= 3�6 FP= 5ffi= 3Rd 11 ' 6W= 3x1= �,7 1 T 3 6 5 6 '! 8 9 f0 11 12 13 � x� I 22 21 20 19 18 3�= OiB= . 3�= 6x13= 3#'i FP= 3v12= a6 II y,5= 20-1-8 26-3-8 20-1-8 6-2-0 Plate Offsets X -- 1:Ed e 0-0-12 6:0-1-8 E e 11:0-1-8 Ed e 12:0-1-6 Ed e 16:0-1-8 Ed e 21:0-1-8 Ed e 23:0-6-8 Ed e 24:0-1-8 0-0-12 25:0-1-8 0-0-12 LOADING(psf) SPAGNG 2-0-0 CSI. DEFL in (Ix) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.79 Vert(LL) -0.39 21-22 >608 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.90 Vert(C� -0.62 21-22 >384 240 BCLL 0.0 Rep Stress Ina YES WB 0.52 Horz(C� 0.05 17 Na Na BCOL 10.0 Code IRC2015lTPI2014 Matrix-S Weight:105 Ib FT=0%F,0%E LUMBER- gRpqNG ' TOP CHORD 2x4 SPF 2100F 1.8E(flat)'ExcepY TOP CHORD Shuctural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. T2:Dc4 SPF No2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc braang. BOT CHORD 2u4 SPF 2100F 1.8E(flat)'Except' B2:2x4 SPF No2((lat) WEBS 2x4 SPF No2(flat) REACl10NS. (IWsize) 23=1061/0-5-8 (min.0-1-8),14=125/6-3-8 (min.0-1-8),17=2218/6-3-8 (min.0-1-8),16=-596/6-3-8 (min.0-1-8),15=554/63-8 (min.0-1-8) Mau Upliftl4=-125(LC 1),16=-596(LC 1) Max Grav23=1061(LC 1),17=2218(LC 1),15=554(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=2931/0,3-4=2931/0,4-5=-3215/0,56=3215/0,6-7=-1943l0,7-8=-1943/0,8-9=-1943/0,9-10=0/1831,10-11=0/1831,11-12=0/490 BOT CHORD 22-23=0/1766,21-22=0/3416,20-21=0/3215,19-20=0/3215,1&19=0/332,17-18=0/332,1&17=-490/0,15-16=-490/0,14-15=490/0 WEBS 10-17=-289/0.2-23=-1988/0,9-17=-2442/0,2-22=0/1323,9-19=0/1828,422=-550/0.6-19=-1436/0,4•21=-404/230,6-20=0/251,12-14=0/556, 11-17=-1506/0.11-16=0/567,12-15=•477/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are t.5x4 MT20 unless otherwise indicated. 3)Bearing at joint(s)23,14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Buitding designer should veri(y capaaty of bearing surface. 4)Provide mechanical connection(by others)o(Vuss to bearing plate capable of withstanding 125 Ib uplift at joint 14 and 596 Ib uplift at joint 16. 5)This truss is designed in accordance with the 20151nternational Residen6al Code sections R502.11.1 and R802.102 and referenced standard ANSI(TPI 1. 6)Recommerd 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each Uuss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss badcwards. LOAD CASE(S)StaMard ��pF NEby}- oj�P .�Op�ER G .�'Q �5 .�_. * V� ; � r � W � cF:��`�.. � � c: . ��. 5630$ �� pRd�ESS10�P r Job Truss Truss Type Qry Py 768 JeHe�son St � 160401938 F04L GABIE 1 1 � Job Reference o tional � Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Oct 5 2016 Print:8.030 s Oct 5 2016 MiTek Industries,Inc.Thu Apr 27 08:35:45 2017 Page 1 ID:2bctmuSc8c7246oWUm6rodzMbtH-x_tkZm58X21n5Zkt Hj5sc2chEzF9_?Z3drVTYzMaIS ON8 pug scae.i:n. � 11.SrA II p 3 4 5 61.Sx6 II � 13 14 `d � T T � ( 12 11 10 9 8 '! 3z1 II h6 II , 2-0-0 , 4-0-0 6-0-0 , 8-0-0 , 9-9'8 I ' 2-0-0 ' 2-0-0 ' 2-0-0 2-0-0 1-9-8 Plate Offsets X -- 1:Ed e 0-0-12 I LOADING(psQ SPAGNG 2-0-0 CSI. DEFL in Qoc) I/defl Ud PLATES GRIP � TCLL 40.0 Plate Grip DOL 1.00 TC 0.15 Vert(LL) rda - Na 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.04 Vert(C� Na - Na 999 BCLL 0.0 Rep Stress Ina YES WB 0.03 Horz(C� 0.00 7 n/a Na BCDL 10.0 Code IRC2015/TPI2014 Matrix-R Weight 33 Ib FT=0%F,0%E LUMBER- BRAqNG- TOP CHORD 2u4 SPF No.2(flat) TOP CHORD SVuctural wood sheathing directly applied or 60-0 oc purlins, except erM verticals. BOT CHORO 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bradng. WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(Flat) REACTIONS. All bearings 9-9-8. pb)- Max Grav All reactions 250 Ib or less at jant(s)12,7,11,10,9,8 FORCES. (Ib)-Max.Comp./Mau.Ten.-All torces 250(Ib)or less except when shown. NOTES 1)All plates are 1x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed hom one face or securely braced against laterel movement(i.e.diagonal web). 4)Gable studs spaced at 2-0-0 oc. 5)Bearing at joint(s)12,7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Buildirg designer should veri(y capadty of bearing surface. 6)This truss is designed in accordance with the 2015 International ResidenUal Code sections R502.11.1 and R802.102 and re(erenced standard ANSVTPI 1. 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. SVongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S)Star�ard ��aF NE�yY �j'�P ,�pPNER G �'Qt `5 2- '�C V�� C r � n � �ZN ,.;�='� 2 ,:��_. �� S630a Q, AR��ESStONP� Job Truss 7russ Type Qry Pty 168 Jefferson St 160401a36 FOS Floor 4 � Job Reference o tional Universal Forest Products,5631 S.NC 62,-Burlington,NC Run:8.030 s Oct 5 2016 Print:8.030 s Oct 5 2016 MiTek Industries,Inc.Thu Apr 27 08:35:45 2017 Page 1 ID2bctmuSc8c7246oWUm6rodzMbtH-x_tkZm58X21n52k1 Hj5sc2cXzz1 V_q1 Z3drVl'YzMaIS 0-1-8 H� 2�� 1-�-r 7 0 0-1-8 sca�.i:n. � Sz�2 MT18H= 3#'i= 3W- 3x1=3�FP= 3v6= Sx12 MT18M= 1 2 3 6 5 6 ] 8 9 10 11 12 13 � Ih 9 +�' 21 Zp 19 18 1] 16 15 <xt2= ry�2= 1�= 3x12 MT18H FP= �= 5z12= 6R12— 3K12AR18H W8= 26-3-s I 26-3-8 i Plate OHsets X -- t:Ed e 0-0-12 6:0-1-8 E e :0-1-8 Ed e 14:0-9-0 Ed e 22:0-10-8 Ed e 23:0-1-8 0-0-12 24:0-t-8 0-0-12 I LOADING(psf) SPAGNCr 2-0-0 CSI. DEFL. in poc) UdeFl L/d PLATES GRIP 'I TCLL 40.0 Plate Grip DOL 1.00 TC 0.80 Vert(LL) •0.71 18 >439 360 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.91 Vert(C� -1.07 16-18 >293 240 MT18H 197/144 � BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(C� 0.17 14 Na Na ' BCDL 10.0 Code IRC2015lTPI2014 Matrix-S Weight:1061b FT=0%F,0%E LUMBER- BRAqNCr TOP CHORD ac4 SPF 2100F 1.SE(flat) TOP CHORD Strudural wood sheathing directly applied or 42-11 x purlins, except end verticals. BOT CHORD Dc4 SPF 2100F 1.SE(flat) BOT CHORD Rigid ceiling directly applied or 10-0.0 oc braang. WEBS Dc4 SPF No.2(Nat) OTHERS 2u4 SPF No.2(flat) REACTIONS. (Ib/size) 22=1556/a5-8 (min.0-1-8),14=1556/03-8(min.0-7-8) FORCES. (Ib)-Mau.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=4784/0,3-4=4784/0,4-5=-7109/0,5-6=-7109/0,6-7=-7392/0,7-8=-7125/0,8-9=-7125/0,9-10=-7125/0,10-11=-4784/0,11-12=-4784/0 BOT CHORD 21-22=0/2697,20-21=0/6194,1&20=0/7392,1&19=0l7392,17-18=0l7392,16-17=0l7392,15-16=0/6192,1415=0/2696 WEBS 12-14=-3038/0,2-22=-3039/0,12-15=0/2370,2-21=0/2369,10-15=•1597/0,4-21=-1599/0,10-16=0/1059,4-20=0/10.39,9-16=-299/0, 5-20=-272/0,7-16=-739/289,6-20=-737/246 NOTES 1)Unbalanced Noor live loads have been considered tor this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 1.Sx4 MT20 unless otherwise indicated. 4)Bearing at joint(s)22,14 considers parallel to grain value using ANSIlTPI 1 angle to grain formula. Building designer should veriy capadry of bearing surface. 5)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.102 and referenced s[andard ANSUTPI 1. 6)Recommend ac6 strongbadcs,on edge,spaced at 10-0-0 oc and fastened to each Wss with 3-tOd(0.131"X 3")nails. Shongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S)Standard ��o�NE�,r �j��' ,�p4HER G .q'P �5 �- '� V'Z� ; * � r � w �n ,-�-. .. tcr 2� .�r:�. �2 S630a '� �� A��FESSta�P Job T�uss Truss Type �ry Py 168 Jefterson St 160401?38 FO5L GABLE 2 7 Job Reference o tional �� Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Oct 5 2016 Print:6.030 s Oct 5 2016 MiTek Industries,Inc.Thu Apr 27 08:35:46 2017 Page 1 ��. ID 2bctmuSc8c7246oW Um6rodzMbtH-PAR6n66mILQeijJDqQc59F9suNbAjREiHHb3?_zMaIR o-H 8 o-H s �.,�. 3x6 FP= 1 2 3 �4 5 6 ] 8 910 11 12 13 p � pgk5 M 25 26 23 T2 21 20 19 /8 1] I6 15 16 3sd II 3�5 FP= 3.4 II 2-0-0 4-0-0 6-0-0 8-0-0 10-0-0 12-0-0 14-0-0 16-0-0 18-0-0 20-0-0 21-0-0 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 1-0-0 Plate Offsets X -- 1:Ed e 0-0-12 27:0-1-8 PO-12 28:0-1-8 0-0-12 LOADING(ps() SPACING 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.15 Vert(LL) n/a - Na 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.05 Vert(C� Na - Na 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(C� 0.00 14 Na Na BCDL 10.0 Cade IRC2015(TPI2014 Matrix-R Weight:67 Ib FT=0%F,0%E LUMBER• BRAqNG- TOP CHORD 2�c4 SPF No2(flat) TOP CHORD Structural wood sheathing diredly applied or 6-0-0 x purlins, except end verticals. BOT CHORD 2x4 SPF No2(Oat) BOT CHORD Rigid ceiling direcHy applied or 10-0-0 oc bradng. WEBS 2u4 SPF No.2(Oat) OTHERS 2u4 SPF No.2(flat) REACTIONS. All bearings 21-0-0. (Ib)- Max Grav All reactions 250 Ib or less at jant(s)26,14,25,24,23,22,21,20,19,18,15 except 16=251(LC 1) FORCES. (Ib)•Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)All plates are 1.Sx4 MT20 unless othenvise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be(ully sheathed from one face or seairely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 2-40 x. 5)Bearing at joint(s)26,14 coruiders parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capaaty of bearing surface. 6)This truss is designed in accordance with the 2015 International Residenbal Code sections R502.11.1 and R802.102 and re(erenced standard ANSUTPI t. 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard ��aF NE�,r '�P pPNER C'i O�,r � \5� ,� �k �z¢ ; * r � rn2 .t�,:�",.�1 � � . �� S630a V� AR�FESSIONP Job � � Truss Truss Type Qry Ply 168 Jefterson St 160401338 FO6 Floor 11 1 � Job Reference o tional Universal Forest Products,5631�S.NC 62,Burlington,NC Run:8.030 s Oct 5 2016 Print:6.030 s Oct 5 2016 MiTek Industries,Inc.Thu Apr�27 08:35:47 2017 Page 1 ID2bctmuSc8c7246oWUm6rodzMbtH-uM?V S603fYVKtuP087KhTizUmsKStrcWxKcXQzMaI 0-1-8 H 1-1-8 , 1-2-8 , , 2-6-0 , -(�1-� � sde_,:,o. 3K6= � � IYi II Z 3 3R6= 4 IA II � T' a 9 10 `d 1 1K1= 1Ki= WI W2 W3 Wi �1 �1 8 1�Li II 1A II e ] 6 \ 3a6= yy- 5-7-0 I 1 I ' 5-7-0 Plate Offsets X -- 2:0-1-8 Ed e 3:0•1-8 Ed e 8:0-4-8 E e I LOADING(psf) SPAGNG 2-0-0 CSI. DEFL. in (loc) Vdefl Vd PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL) -0.04 5-6 >999 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.38 Vert(CT) -0.06 5-6 >999 240 BCLL 0.0 Rep Streu Ina YES WB 0.07 Horz(C� 0.00 5 Na Na BCDL 10.0 Code IRC2075/TPI2014 Matrix-S Weight:26 Ib FT=0%F,0%E LUMBER- BRAqNG- TOP CHORD Dc4 SPF No.2(flat) TOP CHORD Shudural wood sheathing directy applied or 57-0 oc puAins, except end verticals. BOT CHORD 2x4 SPF No2(flat) BOT CHORD Rigid ceiling direcdy applied or 10-0-0 oc bradng. WEBS 2x4 SPF No.2(tlat) REACTIONS. (Ib/size) 8=374/0-3-8 (min.0-1-8),5=314/0-3•6 (min.0-1-8) FORCES. (Ib)-Max.Comp./Mau.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-309/0 BOT CHORD 7-8=0/309,6-7=0/309,5-6=0/309 WEBS 3-5=-341/0.2-8=-447/0 NOTES 7)Unbalanced Noor live loads have been considered for this design. 2)Bearing at joint(s)8,5 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should veriy capaaty of bearing surface. 3)This truss is designed in accordance with the 2015 International ResidenGal Code sections R502.11.1 and R802.10.2 arxl referenced standard ANSUTPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S)Standard ��pF NEI•y� �'�Q' ,�pPNER G p'S� �5 .�_. �C V'Z� ; 7�C r � n � �l w t�Z� _x�� 2 S630a � L� ARoFess�oNP I__ Job Truss Truss Type pry Py 168 Jef(erson St . 160407536 FO6L GABLE 1 1 � Job Reference o tional Universal Forest Products,5631 S.NC 62,Burtington,NC Run:8.030 s Oct 5 2016 Print:8.030 s Oct 5 2016 MiTek Industries,Inc. Thu Ap r 27 08:35:48 2017 Page 1 I D:2bctmuSc8c7246o W Um6rodzMbtH-MZZtCo71 qzhMyl ScyreZEgECPAHqBLj?Ib493tzMaiP Scale�1:16. 1 3ta II 2 3 6 5 fi 1 1 T1 ii T � � 12 11 10 9 8 l . 3�6 II I L'0-� I 4-�'0 � 6'0'0 I �-�-0 J-L-O ' 2-0-0 ' 2-0-0 2-0-0 2-0-0 1-2-5 Plate Offsets X -- 1:Ed e 0-1-8 72:Ed e 41-8 LOADING(psf) SPACING 2-0-0 CSI. DEFL in (loc) UdeB Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 7.00 TC 0.15 Vert(LL) n/a - Na 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.04 Vert(C� n/a - Na 999 BCLL 0.0 Rep Stress Ina YES WB 0.03 Haz(C� 0.00 7 Na n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-R Weight:31 Ib FT=0%F,0%E LUMBER- BRAqNG TOP CHORD 2x4 SPF No.2(flat) ' TOP CHORD Struaural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2u4 SPF No2(8at) BOT CHORD Rigid ceiling directly applied or 10-0-0 x braang. WEBS 2x4 SPF No2(Nat) OTHERS ?x4 SPF No.2(flat) REACTIONS. All bearings&2-8. (Ib)- Max Grav All readions 250 Ib or less at jant(s)12,7,11,10,9,8 FORCES. (Ib)-Max.Comp./Man.Ten.-All forces 250(Ib)a less except when shown. NOTES 1)All plates are 1x3 Nff20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be(ully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 2-0-0 oc. 5)This truss is designed in accordar�ce with the 2015 International ResidenGal Code sections R502.11.1 and R802.702 and referenced standard ANSUTPI 1. 6)Recommend 2u6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-tOd(0.131"X 3")nails. SUongbacks to be attached to walls at their outer ends a resVained by other means. LOAD CASE(S)Standard ��pF NEt�yY �j'�Q' ,�pPNER G �'A `� � . 7� V¢ ; 7� r � Z -. � Z � �x:.:t ��. 5630$ �� ARO�ESS�oNP Job Truss Truss Type Qry Pty 168 Jefferson St 160401938 F07L GABLE 1 1 , Job Reference o tional Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Oct 5 2076 Print:8.030 s Oct 5 2016 MiTek Industries,Inc.Thu Apr 27 08:35:49 2017 Page 7 ID2bctmuSc8c7246oWUm6rodzMbtH-q16FP88fbGpDZB1oWZ9omunN8adgwozBzFpjcJzMalO , I ��$ � ��8 �.,�. r 3W FP= 1 2 3 d �5 6 � 7 9 910 11 12 13 � � 28< i 26 25 26 2� 22 - 21 ZO 19 18 1] 16 15 /6 3rd II 3C.FP= 3�W II 2-0-0 4-0-0 6-0-0 8-0-0 10-0-0 12-0-0 14-0-0 16-0-0 18-0-0 20-0-0 0-7- 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 -7- PlateOffsets X — 1:Ed e0-0-12 27:0-t-80-0-12 28:0-1-80-0-12 LOADING(psf) SPAGNG 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.15 Vert(LL) Na - Na 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.06 Vert(C� Na - Na 999 BCLL 0.0 Rep Stress Ina YES NB 0.03 Horz(C� 0.00 14 n/a Na BCDL 10.0 Code IRC2015lTPI2014 Matrix-R Weight:66 Ib FT=0%F,0%E LUMBER- BRAqNG- TOP CHORD 2x4 SPF No.2(8at) TOP CHORD SVudural wood sheathing directly applied or 6-0-0 x purlins, except end verticals. BOT CHORD 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling diredly applied or 10-0-0 oc braang. WEBS 2x4 SPF No2(Flat) OTHERS 2x4 SPF No.2(flat) REACTIONS. All bearings 20-7•0. �I Qb)- Mau Grav All reactions 250 Ib or less at jaM(s)26,14,25,24,23,22,21,20,19,78,16,15 ', FORCES. Qb)-Max.Comp./Max.Ten.-NI forces 250(Ib)or less except when shown. • I NOTES- 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed hom one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 2-0-0 oc. 5)Bearing at joint(s)26,14 considers parallel[o grain value using ANSUfPI 1 angle to grain formula. Building designer should verify capaaty of bearing surlace. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.102 and reterenced standard ANSUTPI 1. 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Shongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard ��pF NEt�y Y Gj�P ,�OpHER G Q'Q �y z, . , * U� � * r . r + � �Z , ,ll � N t��.' � S630S � L� ARQFESSIONP Job Truss �� Truss Type � Qry Py 168 Jefferson St I 1604019�6 F08 Floor 2 7 ' Job Reference o tional Universal Forest Products,5631 S.NC 62,Burlingto�,NC � Run:8.030 s Oct 5 2016 Print:8.030 s Oct 5 2016 MiTek Industries,Inc.Thu Apr 27 08:35:49 2017 Page 1 ID2bctmuSc8c7246oWUm6rodzMbtH-qI6FP88fbGpDZ61 oWZ9omunEl aUIwhlBzFpjcJzMalO 0-1-8 H i 2-6-0 � �r--2-5-��-0 0-u1-8 5�181133. dv8= 3x6= 3ta= 3W FP= /iB= I� 1 2 3 6 5 6 l 8 9 10 11 � � 1l 1615 10 13 ' , 3ffi= sx12= 3W= �12MT18HFP= dK12= 3�- 3xd= 21'�'0 � 21-0-0 � Plate Offsets X -- 1:Ed e 0-0-12 12:0-5-0 Ed e 15:0-1-8 Ed e 16:0-1-8 Ed e 18:0-66 Ed e 19:0-1-6 0-0-12 20:0-1-8 0-0-12 LOADING(ps() SPACING 2-0-0 CSI. DEFL. in (Ix) I/deH L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.73 Vert(LL) -0.34 15 >731 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.63 Vert(C� -0.52 13-15 >478 240 MT18H 197/144 BCLL 0.0 Rep Stress Ina YES WB 0.49 Horz(C� 0.09 12 Na Na BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Weight:84 Ib FT=0%F,0%E LUMBER- BRAqNG TOP CHORD 2u4 SPF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-4-14 x purliru, except end verticals. BOT CHORD?�c4 SPF 2100F 1.8E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bradng. WEBS 2x4 SPF No.2(flat) REACTIONS. (Ib/size) 18=1239/0-5-8 (min.0-1-8),12=1239/0-58(min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3587/0,34-3587/0,45=-4737/0,5-6=-4737/0,6-7=-4737/0,7•8=-3587/0,8-9=3587/0,9-10=-3587/0 BOT CHORD 17-18=0/2092,16-17=0/4412,15-16=0/4737,14-15=0/4412,13-14=0/4412,12-13=0/2093 WEBS 10.12=-2357/0,2-18=-2357/0,10-13=0/1696,2-17=0/1696.7-13=-936/0,4-17=-936/0,7-15=-86/625,4-16=-81/624 NOTES- 1)Unbalanced floor live loads have been considered tor this design. 2)All plates are MT20 plates unless othervvise indicated. 3)All plates are 1.5x4 MT20 unless otherwise indicated. 4)Bearing at joint(s)18,12 coruiders parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer sFauld verify capaaty of bearing suAace. 5)This truss is designed in accordance with the 2015 Intemational ResidenNal Code sections R502.11.1 and R802.102 and re(erenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbadcs,on edge,spaced at 10-0-Q oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard ��pF NE(�y y �j'�Q" ,�OPHER G .�'S� �5 � * V� � � r � tnZ c_`cl_l = � `. �C9 � S630a Q, AR��sstioNPy Job Truss Truss Type Qty Ply 168 Jefterson St 16040193B FOSL GABLE 1 1 ' Job Reterence o tional Universal Forest Products,5631 S.NC 62,Bur�ington,NC Run:8.030 s Oct 5 2016 Print:8.030 s Oct 5 2016 MiTek Industries,Inc.Thu Apr 27 08:35:50 2017 Page 1 ID 2bctmuSc8c7246oW Um6rodzMbtH-IxgddU9HMax4BKc_3Gg 1 JSKYuyufFDICvZG81zMaIN �}�{$ o-�a Scale-123. 1.5�II 1 2 3 6 5 6 ] 8 9 9� � T T T T T T T 18 1] 16 15 10 13 12 11 10 h6 II " ' 3t6�I , 2-0-0 4-0-0 , 6-0-0 , 8-0-0 , 10-0-0 , 12-0-0 , 14-0-0 ,14-7-q 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 0-7-0 Plate Offsets X -- 1:Ed e 0-0-12 LOADING(psf) SPAGNG 2-0-0 CSI. DEFL in (loc) I/defl Ud � PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.15 Vert(LL) n/a - Na 999 MT20 197/144 TCDL t0A �umber DOL 1.00 BC 0.06 Vert(C� n/a - n/a 999 BCLL 0.0 Rep Stress Ina YES WB 0.03 Hwz(C� 0.00 10 Na Na BCDL 10.0 Code IRC2015/TPI2014 Matrix-R Weight:48 Ib FT=0%F,0%E LUMBER- BRAqNG TOP CHORD 2x4 SPF No2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 x purlins, except end verticals. BOT CHORD 9c4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 70-0-0 oc braang. WEBS 2x4 SPF No.2(fla[) OTHERS 2x4 SPF No2(flat) REACTIONS. All bearings 14-7-0. (Ib)- Max Grav All reactions 250 Ib or less at jant(s)18,10,17,16,15,14,13,12,11 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)All plates are 1 x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 2-0-0 oc. 5)Bearing at joint(s)18,10 considers parallel to grain value using ANSUTPI 1 angle to grain(ormula. Building designer should verify capacity of bearing surface. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.102 and referenced starMard ANSI/TPI 1. 7)Recommend Dc6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to wails at their outer ends or restrained by other means. LOAD CASE(S)Standard ��pF NE't�yY �'�P' ,�p4HER G �'Qi �5 z_ '�C V� � � r � n � Z� ��:' � 56308 � �� AR��Ess�o�P Job Truss Truss Type � ary Pty 168 Jeflerson St 160401938 F09 . FborGirder 1� 7 ! -� JobReference o tional Universal Forest Producls,5631 S.NC 62,Burlington,NC Run:8.030 s Oct 5 2016 Print:8.030 s Oct 5 2016 MiTek Industries,Inc.Thu Apr 27 08:35:51 2017 Page 1 ID2bctmuSc8c7246oW Um6rodzMbtH-m7E?qp9v7u3xpUBBdzCGsJsau0980W FR RZlqg BzMaIM 0-1-8 H i 2— s-�� i 2i 5 U i �F-9�� -�$-�� -10-0 � 0-Hs�_�aa. 36 FP= 3�5 FP= 1.5W= 6k16AR18H= 6kt2= Sx611 MSH626 h12MT10H= 1.Sic6= 1 2 3 4 5 6 7 B 9 10 11 12 19 � � W6 W7 24 �d �b 21 ZO 19 18 1] 16 IS 61�= 6118= 3KI2 hRIBH FP= 61t= 3r12 MT18H FP= Qb= 8r12= 6XI6 MT1BH= ' ffi SP= � 16-4-4 21-0-0 16-4-4 4-7-12 Plate Offsets x - :aa-o aao 14:1-1-0 Ed e 19:41-5 Ed e 22:0-&8 E e 23:41-8 0-0-10 24:0-1-8 0-0-10 LOADING(psf) SPAGNG 2-0-0 CSI. DEFL in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.71 Vert(LL) -0.39 16-18 >640 360 MTZO 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.70 Vert(C� -0.59 16-18 >419 240 MT16H 197/144 BCLL 0.0 Rep Stress Incr NO WB 0.81 Horz(C� 0.09 14 Na n/a BCDL 10.0 Code IRC2015lTPI2014 Matrix-S Weight:140 Ib FT=0%F,0%E LUMBER- gppqN� TOP CHORD 2x4 SPF No.2(flat) TOP CHORD StruIXural wood sheathing directty applied or 48-11 oc puAins, except end verticak. BOT CHORD �c4 SPF 2100F 1.8E(flat)'Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 x bradng. B2:2x4 SP 2700F 2.OE(flat) WEBS 7�c4 SPF No2(flat) REACTIONS. (Ib/size) 22=1716/0-5-8 (min.0-1-8),14=2954/0-5-8(min.0-2•0) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-5868/0,3-4=-586fl/0,4-5=-5868/0,5-6=-9135/0,6-7=-9135/0,7-8=-9135/0,8-9=-9825/0,9-10=-9825/0,10-11=-9825/0,11-12=-9634/0 BOT CHORD 21-22=0/3275,20-21=0/7769,1320=0/7769,18-19=0/9135,17-18=0/9667,16-17=0/9667,15-16=0/9634,1415=0/5780 WEBS 12-14=-6413/0,2-22=-3622J0.2-21=0/2884,8-16-0/644.521=-2116/0,&18=-1089/0,5-19=0/1835,619=-483/0,7-18-0/427.11-15=4446/0, 11-16=-36/280,12-15=0/4590 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x6 MT20 unless otherwise indicated. 4)Bearing at joint(s)22,14 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity capaaty of bearing suAace. 5)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.102 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and(astened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)Use USP MSH426�th 16d nails into Girder 8 16d nails into Truss)or equivalent at 16-4-4(rom the left end to connect huss(es)F10(1 ply 2x4 SPF)to badc face of top chord. 8)FII all nail holes where hanger is in contact with lumber. 9)In the LOAD CASE(S)section,loads applied ro the(ace of the truss are noted as front(F)or badc(B). LOAD CASE(S)Standard 1)Dead+Floor Live(balanced):Lumber Inaease=1.00,Plate Increase=1.00 Unitorm Loads(plf) Vert:14-22=-20,1-13=-100 Concentrated Loads(Ib) Vert:11=-2192(B) , � ��pF NEWY �j'�P r—,�pPHER G ��P �'l 2-. � V�� * r � n � � �� w � Z'N eeu. � s630S � �� AR�FESStO�`P IJob Truss Truss Type � - aty Ply 168 Jeflerson St . 160401936 F09L GABIE 1 1 Job Reference o tional Universal Forest Products,5631 S.NC 62,Burlington,NC Run:6.030 s Oct 5 2076 Prin[:8.030 s Oct 5 2016 MiTek Industries,Inc. Thu Apr 27 08:35:52 2017 Page 1 I D 2bctmuSc8c7246oW Um6rodzMbtH-EKo019AXuBBnQemNBhjVOW Pubnep791agD2NCezMaIL _� "H_ s�se_�:n.i � 1.SN II Z 1A II 3 1Kf II 4 1.Sx6 11 I T� g y 10 Ib tq= IKi= W t 5T1 STl W t �1 �1 BI 8 ] 6 5 3x6 II 1K1 II tq II 3a4 11 2-0-0 4-0-0 6-0-0 2-0-0 2-0-0 2-0-0 Plate Of(sets X — 1:E e 0-0-12 LOADING(psf) SPAGNG 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.14 Vert(LL) n/a • Na 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.04 Vert(Cn n/a - Na 999 BCLL 0.0 Rep Stress Ina YES WB 0.03 Horz(Cn 0.00 5 Na Na BCDL 10.0 Code IRC2015/TPI2074 Matrix-R Weight:22 Ib FT=0%F,0%E LUMBER- BRAqNG- TOP CHORD 2x4 SPF No.2(8at) TOP CHORD SWctural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc braang. , WEBS 2x4 SPF No.2(flat) OTHERS �c4 SPF No.2(flat) REAC110NS. All bearings 6-0-0. (Ib)- Mau Grav All reactions 250 Ib or less at jant(s)8,5,7,6 FORCES. (Ib)•Mau.Comp./Max.Ten.-Atl forces 250(Ib)or less except when shown. NOTES 1)Gable requires continuous bottom chord bearing. 2)Truss to be tully sheathed hom one face or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 2-0-0 x. 4)Bearing at joint(s)8,5 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity capadty of bearing surface. 5)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.102 and referenced standard ANSIlTPI t. 6)Recommend 2u6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. SVongbacks to be attached to walls at their outer ends or resVained by other means. LOAD CASE(S) Standard , ��pF NEt�yY �'�P ,�pPHER G ��Q \5 �" * �� * r � �ZN �x��fi �' ��' 5630$ � �� A�QFESSt(3�P Job � Truss Truss Type � Qty Ply ` 168 Jetterson St 16040193B F70 FloorGirder .. 4 1 . ' " Job Reference o tional Universal Fores[Products,5631 S.NC 62,BuAington,NC . Run:6.030 s Oct 5 2016 Print:8.030 s Oct 5 2016 MiTek�ndustries,Inc. Thu Apr 27 08:35:53 2017 Pa�ge 1 ID:2bctmuSc8c7246o W Um6rodzMbtH-iW MmFV 69fVJe2oLZI0EkxkywJBqt sQZkutnwl4zMaIK , 2-3-6 , � s�a_,:n. 3G II MSH47L hk12MTieH= MSH422 � 3�II MSH022 �12MT18H= MS11122 3A6 II 1 9 2 10 3 il 0 12 $ � 1 1 z 2 W > > $ � 8 � 6 6YI2= qg= � ykZ- 9-9-0 , � 9-9-0 LOADING(psf) SPACING 2-0-0 CSI. DEFL. in (loc) VdeFl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.72 VeR(LL) -0.08 7 >999 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.68 Vert(C� -0.12 7 >953 240 MT18H 197/144 BCLL 0.0 Rep Stress Ina NO WB 0.83 Horz(C� 0.03 6 Na Na BCDL 10.0 Code IRC2015lfP12014 Matrix-S Weight:62 Ib FT=0%F,0%E LUMBER- BRAqNG- TOP CHORD Dc4 SPF No.2(Hat) TOP CHORD SUuctural wood sheathing directly applied or 6-0-0 x purlins, except end verticals. BOT CHORD ?x4 SPF No.2(Flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bradng. WEBS 2x4 SPF No.2(Flat) REACTIONS. Qb/size) 8=2293/Mechanical,6=2277/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-1�-5038/0,3-10=-5038/0,3-11=-5038/0,411=-5038/0 BOT CHORD 7-8=0/3875,67=0/3867 WEBS 2-8=4366/0,2-7=0/1319,3-7=-1152/0,47-0/1327,4•6=-4356/0 NOTES 1)All plates are MT20 plates unless otherwise indicated. 2)Refer to girder(s)for truss to truss connections. 3)This truss is designed in axordance with the 2015 International Residen6al Cocle sections R502.11.1 and R802.102 and referenced standard ANSIlfPI t. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)Use USP MSH422(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-10-4(rom the left end to 7•10-4 to connect huss(es)F03(1 ply 2x4 SPF)to badc face of top chord. 6)FII a11 nail holes where hanger is in contact with lumber. 7)In the LOAD CASE(S)section,loads applied to the face oi the truss are noted as front(F)or badc(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Inaease=1.00,Plate Inaease=1.00 Uniform Loads(plf) Vert:68=-20.1-5=-100 Concentrated Loads Qb) Vert:9=-857(B)10=857(B)11=-857(B)12=-857(B) ��pF NE4yY �P a4NER c ��' � �5� .�_. � v� ; � , . r � w mZ� ��;�' � �1[/ 56308 � V� i A��FESSI��P Job Truss Truss Type Qry Pty 168 Jefferson St 160401538 F70L GABLE 1 1 ' Job Reference o tional Universal Forest Products,5631 S.NC 62,Burlington;NC Run:8.030 s Oct 5 2016 Print:8.030 s Oct 5 2016 MiTek Industries,Inc.Thu Apr 27 08:35:53 2017 Pa�9e 1 ID 2bctmuSc8c7246oWUm6rodzMbtH-iWMmFVB9fVJe2oLZI0Ekxky3AB_usczkutnwt4zMaIK s�e ya•-i 1 3xa 11 . 2 3 6 5 6 7 � � i T7 TI T1 T1 � � 16 13 12 11 10 9 8 3iW II ` , 2-0-0 4-0-0 6-0-0 , 8-0-0 , 10-0-0 10-4-4 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 0-4-4 Plate Offsets X -- 1:Ed e 0-1-8 14:Ed e 0-1-8 LOADING(psf) SPAGNG 2-0-0 CSI. DEFL in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plale Grip DOL 1.00 TC 0.15 Vert(LL) Na - Na 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.05 Vert(C� Na - Na 999 BCIL 0.0 Rep Stress Inp YES WB 0.03 Horz(C� 0.00 8 Na Na BCDL 10.0 Code IRC2015lTPI2014 Matrix-R Weight:351b FT=0%F,0%E LUMBER- BRAqNG- TOP CHORD 2x4 SPF No.2(flat) TOP CHORD Strudural wood sheathing directty applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 SPF No2(flat) BOT CHORD Rigid ceiling direcdy applied or 10-0-0 oc braang. WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(flat) REAC110NS. All bearings 10-4-4. (Ib)- Mau Uplift All uplift 100 Ib or less at jant(s)8 Max Grav All readions 2501b or less at joint(s)14,8,13,12,11,10,9 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)a less ezcept when shown. NOTES 1)NI plates are 1 x3 MT20 unless otherwise indicated. 2)Gable requires confinuous bottom cFard bearing. 3)Truss to be fully sheathed Gom one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 2-0-0 oc. 5)Provide mechanical connecfion(by others)of Wss to bearing plate capable of withstanding 1001b uplift at joint(s)6. 6)This truss is designed in accordance with the 2015 International Residen6al Code sections R502.11.1 and R802.102 and reterenced standard ANSI/TPI 1. 7)Recommend 2x6 strongbadcs,on edge,spaced at 10-0-0 x and fastened to each truss with 3•10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. , LOAD CASE(S)Standard ��p� NEGyY �'�P ,�pPHER G �'P �0 2_. * V�� * r � � m2�, ��,:� �,_ 56308 � V� AROFess�a�P Job Truss Truss Type Qry Ply 168 Jetterson St ' � 160401938 F71 Floor 2 1 � ' Job Reterence o tional Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Oct 5 2016 Print:6.030 s Oct 5 2016 MiTek Industries,Inc. Thu Apr 27 08:35:54 2077 Page 1 I D 2bctmuSc8c7246oW Um6rodzMbtH-AiwBSrCnQpRVgywml6lzTxU57bB3by9t7XXUH WzMal 0-1-8 H� 2-6-� —i � 2��A-� 0-�-8 I sca�,az. 4�_ �d= 3�cy- 36 FP= bi9= I 2 3 d S 6 ] 8 9 10 11 � � 1] 1615 16 13 3tB= 6x12= 3W= 312 MTiBH FP= bx12= 3rB= 3xd= t.ru6$P= 2�'7-� II 20-7-0 Plate OHsets X -- 1:Ed e 0-0-12 12:0-5-0 Ed e 15:0-1-8 Ed e 16:0-1-8 E e 18:0-6-8 Ed e 19:0-1-8 0-0-12 20:0-1-8 0-0-12 IOADING(psf) SPAGNG 2-0-0 CSI. DFtL in (Ix) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.71 Vert(LL) -0.32 13-15 >769 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.63 Vert(C� -0.49 13-15 >493 240 MT16H 197/144 BCLL 0.0 Rep Stress Ina YES WB 0.48 Horz(Cn 0.08 12 Na r✓a BCDL 10A Cade IRC2015/TPI2014 Matrix-S Weight:83 Ib FT=0%F,0%E LUMBER- BRAqNG- TOP CHORD 2x4 SPF No.2(flat) TOP CHORD Shuc[ural wood sheathing directty applied or 47-1 oc purlins, except end verticals. BOT CHORD 2x4 SPF 2100F 1.BE(flat) BOT CHORD Rigid ceiling directly applied or 140-0 oc braang. WEBS 2x4 SPF No2(Bat) REACTIONS. (Ib/size) 18=1214/0-3-8 (min.0-1•8),12=1214/0-3-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Mau.Ten.-All(orces 250(Ib)or less except when shown. TOP CHORD 2-3=-3492/0,3-4=349?J0,4-5=-4540/0,5-6=-4540/0,6-7=-4540/0,7-8=-3494/0,8-9=3494/0,&10=3494/0 BOT CHORD 17-18=0/2043,16-17=0/4269,15-16=0/4540,14-15=0/4272,1314=0/4272,12-13=0/2046 WEBS 10-12=-2304/0,2-18=-2301/0.10-13=0/1643.2-17=0/1645,7-13=-683/0.4-77=-882/0,7-15=-116/568,4-16=-86/562 NOTES- 1)Unbalanced floor live loads have been considered(or this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates aze 1.5x4 MT20 unless otherwise indicated. 4)Bearing at joint(s)18,12 considers parallel to grain value using ANSUTPI 1 angle to grain(ormula. Building designer should verity capadry of bearing surface. 5)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.102 and referern�d standard ANSI/TPI 1. 6)Recommend Dc6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each Vuss with 3-10d(0.131"X 3")nails. SVongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S)Standard ��aF NEI�Y �j�P �OpµER G �'P \� 2• � v�� , r � � w � � z � Cz.�.1. � sssoa ? �� AR��ESSI�NP Job Truss TrussType Qry Ply �768Jef(ersonSt. 160401936 Fi1L GABLE 1 7 � � Jo6 Reference o tional Unive�sal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Oct 5 2016 Print:8.030 s Oct 5 2076 MiTek industries,Inc.Thu Apr 27 08:35:55 2017 Page 1 . I D 2bctmuSc8c7246oW Um6rodzMbtH-fvU WgBD�A6ZMH6VyspGC091 Pi?gVKWT1 MBG t pzzMal I � scae.,:n. �� Z 3 � 5 6 3rd II 1 1 T 1 1 $ 12 11 10 9 8 ] 3ra II 3w 11 2-0-0 4-0-0 6-0-0 8-0-0 9-9-0 2-0-0 2-0-0 2-0-0 2-0-0 1-9-0 Plate Offsets X -- 1:Ed e 0-1-8 12:Ed e 0•t-8 LOADING(psQ SPACING 2-0-0 CSI. DEFL in (Ix) Vdefl Ud PLATES GRIP ' TCLL 40.0 Plate Grip DOL 1.00 TC 0.15 Vert(LL) Na - n/a 999 MT20 197/144 li TCDL 10.0 Lumber DOL 1.00 BC 0.04 Vert(C� n/a - n/a 999 I BCLL 0.0 Rep Stress Ina YES NB 0.03 Haz(C� 0.00 7 n/a rda BCDL 10.0 Code IRC2015/TPI2014 Matrix-R Weight:341b FT=0%F,0%E I LUMBER- BRAqNCr �'� TOP CHORD ac4 SPF No.2(flat) TOP CHORD Structural wood sheathing directty applied or 6-0-0 oc pudins, except end verticals. , BOT CHORD 2x4 SPF No2(Hat) BOT CHORD Rigid ceiling direcdy applied or 10-0-0 oc bradng. ' WEBS 7�c4 SPF No2(flat) OTHERS ac4 SPF No.2(Flat) REACTIONS. All bearings 9-9-0. (Ib)- Ma�c Grav All readions 250 Ib or less at jant(s)12,7,11,10,9,8 FORCES. (Ib)-Max.Comp./Max.Ten.-All(orces 250(Ib)or less except when shown. NOTES 1)All plates are 1 x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 2-0-0 oc. 5)This truss is designed in accordance with the 2015 International Reside�Gal Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. 6)Recommend ac6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or resVained by other means. LOAD CASE(S) Standard ��pF NE�yY �j'�P .�pPNER G �'S� �5 2- � V�¢ � � r � � �y = .�� 2 � f��.:. �� S630a V� AR�FESSIO�P Job Truss Truss Type ' Ory Ply 168 Jefferson St 160401938 F72 FloorGirder 1 1 � Job Reference o tional Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Oct 5 2016 Print:8.030 s Oct 5 2016 MiTek Industries,Inc.Thu Apr 27 08:35:56 2017 Page 1 • , ID2bctmuSc8c7246oWUm6rodzMbtH-751u1XD2xQhDvF48QXnRZMaWuPp?3pjAarOaLPzMaIH _ 0-1-8 H 2-6-0 i 2-_ 0-�H-0 1-3-0 1-1-8 0-1-8 �—��--� �_,:a�. MSM6Y1 6W II � 3x6 FP= 36 FP= 1.`..r4= 6XI2 MT18H= p�= 4�II ]x12 MT18H= I.Sx6= 1 2 3 6 5 6] B 9 10 I1 12 18 Id. W W6 26 9 Id . 21 20 1918 /7 16 15 b`�= bXi2= �12 MT18H FP= SN'i II MS II �12 MT18H FP= yk12= Sx6II e�= � �6'�'12 20-�-� � � 16-7-12 3-11-4 Plate Oitsets X - :0-&0 0-0-0 11:0-3-0 Ed e 14:0-9-0 Ed e 18:0-3-0 E e 19:0-&0 Ed e 22:0-6-8 Ed e 23:0-1-8 0-0•10 24:0-1-8 0-0-10 LOADING(psi) SPAGNG 2-0-0 CSI. DEFL in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.44 Vert(LL) -0.30 17-18 >821 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.85 Vert(Cn -0.46 17-18 >534 240 MT18H 197/144 BCLL 0.0 Rep Stress Ina NO WB 0.67 Horz(C� 0.07 14 n/a Na BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Weight:133 Ib FT=0%F,0%E LUMBER- BRAqNG- TOP CHORD 2x4 SPF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except erM verticals. BOT CHORD 2x4 SPF 2100F 1.8E(flat)'ExcepY BOT CHORD Rigid ceiling direclly applied or 10-0-0 oc braang. B1,64:2u4 SPF No2((lat) WEBS ?x4 SPF No2(flat) t REACTIONS. (Ib/size) 22=1487/0-3-8 (min.0-1-8),14=2398/03-8(min.0-1-10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250 Qb)a less except when shown. " TOP CHORD 23=4931/0,3-4>4931/0,4-5=-4931/0,56=-7113/0,6-7=-7113/0,7-8=-7113/0,8-9=-7075/0,9-10=J075/0,10-11=-7075/0,11-12=-6575/0 BOT CHORD 21-22=0/2797,20-21=0l6352,1J20=0/6352,18-19=0l7113,17-18=0/7395,16-17=0/6575,1516=0/6575,1415=0/4577 I WE&S 12-14=-5091/0,2-22=-3092/0,2-21=0/2374.8-17=-356/74.5-21=-1581/0,8-18=-760/0,5-19=0/1142,6-19=-269/0,11-15=-1942/0. 11-17=0/676,12-15=0/2812 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x6 MT20 unless otherwise indicated. 4)Bearing at joint(s)22,14 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capadty of bearirg surface. 5)This truss is designed in accordance with the 2015 International Residendal Code sections R502.11.1 and R802.102 and reterenced standard ANSVTPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc aM fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)Use USP MSH422�th 10d nails into Girder&10d nails into Truss)or equivalent at 16-7-12 from the left end to conned Wss(es)F16(1 ply 2x4 SP�to badc lace o(top chord. 8)RII all nail holes where hanger is in contact with lumber. 9)In the LOAD CASE(S)section,loads applied to the face of the Wss are noted as fron[(F)or badc(B). • LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Inaease=1.00 Uniform Loads(pH) , Vert:14-22=-20,1-13=-100 Concentrated Loads(Ib) Vert:11=-1457(B) ��pF NE(�y y �'�P ,�o4t��R c ��' �5 .�.. �k �� ; � r � �� :,� � �, .��.. �z " sssoa �� ARdFESS40NP�• Job Truss Truss Type Qry Ply 168 Jefferson St � 160401936 F12L GABLE 1 7 Job Reference o tional Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Oct 5 2016 Print:8.030 s Oct 5 2016 MiTek tndustries,Inc.Thu Apr 27 08:35:57 2017 Page 1 � , ID2bctmuSc8c7246oWUm6rodzMbtH-bHbH5tEgikp4XPeK_EJg5a61EoMwoQzKpVIBurzMal sw�e-,:,z � 1 3t6 II y � 3 � 5 61.Sxd II I 1 T T T 1 � 12 11 10 9 8 � 3w II , 2-0-0 , 4-0-0 , 6-0-0 8-0-0 , 9-9-0 , ' 2-0-0 ' 2-0-0 2-0-0 2-0-0 1-9-0 Plate Offsets X -- 1:Ed e 0-1-8 12:Ed e 0-1-8 LOADING(psf) SPAGNCr 2-0-0 CSI. DEFI.. in (Ix) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.14 Vert(LL) r✓a - Na 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.04 Vert(C� n/a - Na 999 BCLL 0.0 Rep Stress Ina YES WB 0.03 Horz(C� 0.00 7 n/a Na BCDL 10.0 Code IRC2015/TPI2014 Matrix-R Weight:32 Ib FT=0%F,0%E LUMBER- BRAqNG TOP CHORD 2x4 SPF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 x purlins, except end verticals. BOT CHORD 2x4 SPF No2(Bat) BOT CHORD Rigid ceiling direcdy applied or 10-0-0 oc braang. WEBS 2x4 SPF No.2(flat) OTHERS ac4 SPF No.2(flat) REAC110NS. All bearings 9-9-0. (Ib)• Mau Grav All reactions 250 Ib or less at jant(s)12,7,11,10,9,8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)a less except when shown. NOTES 1)All plates are 1 x3 MT20 unless otherwise indicated. 2)Gable requires conbnuous bottom chord bearing. 3)Truss to be fully sheathed 6om one face or securely breced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 2-0-0 oc. 5)This truss is designed in accordance with the 2015 International ResidenGal Code sections R502.11.1 and R802.102 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 x and fastened to each truss with 3-10d(0.731"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard _ ��oF NE�,r , �'�P ,�apHeR G �'P �5 � . * �� ; ft r � � � 2 : N ,:�r�;� �� 56308 C�,� � R�FESSIONP Job T�uss Truss Type Qry Ply 168 Jefferson St � 160401936 F73 Floor 3 1 � � Job Re(erence o tional Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Oct 5 2016 Print:8.030 s Oct 5 2076 MiTek Industries,Inc.Thu Apr 27 08:35:57 2017 Page 1 � , ID:2bctmuSc8c7246oWUm6rodzMbtH-bHbH5tEgikp4XPeK_EJg5a6h208qoLdKpVl8urzMalG 0-1-8 � H 2-6-0 � Srale-126. 1.5 x II 1.Srd= 3�= I.Sxd I I 3ta= I.SW 11 3tifi FP= 3�= 3rd II 1 2 3 6 5 3x6= 6 '! 8 , 9 � � 15 id 13 12 11 f0 3�8= 1.9w II 1.Sx6 II 3i'12 MT1BH FP= 3�_ �= 3�G- I � 16'6'� I� 16-6-0 Plate Offsets X -- 1:Ed e 0-0-12 4:0-1-8 E e 5:6�1-8 Ed e 16:0•4-8 Ed e 17:0-t-8 0-0-12 ' LOADING(psf) SPAGNG 2-0-0 CSI. DFfL in (Ix) Udefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.41 Vert(LL) -0.15 14 >999 480 MT20 197/144 TCDL 10.0 LumberDOL 1.00 8C 0.94 Vert(C� -0251516 >794 240 MT18H 197/144 BCLL 0.0 Rep Stress Ina YES WB 0.37 Horz(C� 0.05 10 Na n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Weight 68 Ib FT=0%F,0%E LUMBER- BRAqNCr TOP CHORD 2x4 SPF No.2(Hat) TOP CHORD Strudural wood sheathing directly applied or 6-0-0 oc purlins, except end ver6cals. BOT CHORD 2u4 SPF No2(flat) BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bradng. WEBS 2x4 SPF No.2(flat) REACTIONS. (IWsize) 16=969/03-8 (min.0-1-8),10=975/Mechanical FORCES. (Ib)-Mau.Comp./Ma�c.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=2573/0,3-4=2573/0,45=•2895/0,5-6=-2573/0,6-7=-2573/0,7-8=-2573/0 BOTCHORD 1516=0/1575,14-15=0/2895,13-14-0/2895,12-13=0/2895,11-12=0/2895,10-11=0/1577 WEBS 8-10=-1780l0,2•16=-1772/0,8-11=0/1130,2-15=0/1133,&11=-276/0,3-15=-277/0,5-11=-532J22,4-15-532/23 NOTES 1)Unbalanced Hoor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Refer to girder(s)for truss to huss connecGons. - 4)Bearing at joint(s)i6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capaary of bearing surface. 5)This truss is designed in accordarKe with the 2015 International ResidenGal Code sections R502.11.1 and R802.102 and referenced standard ANSVTPI 1. 6)Recommerd?x6 strongbacks,on edge,spaced at 10-40 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to watis at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss badcwards. LOAD CASE(S) Star�ard ��pF NE�yy �'�P �pPHER G �'S� �5 �- . * VZ� � r � � , � 2�, �>—:s'' � �t. . �� S630a Q, pR�F�sS�oNP� Job Truss Truss Type ary Pty 168 Jefferson St 160401938 F13L GABLE 7 1 � Job Reference o tional Universaf Forest Products,5631 S.NC 62,Burtington,NC Run:8.030 s Oct 5 2016 Print:8.030 s Oct 5 2016 MiTek Industries,Inc.Thu Apr 2�08:35:58 2017 Page 1 • , ID2bctmuSc8c7246oWUm6rodzMbtH-3U9fIDFIT1xx8ZDXXxqveniwwCh6XsCT29Vh�IzMa1 '-I--I- sua.,:,o. � � 1.Szl II 2 1Ki II �. . 3 Iq II � 3N 11 �. � T1 9 1Y!_ W� STt STt W1 W1 $ �I 81 8 � 6 5 3iW II 1Xi II 1Ki II Sid 11 ' 2-0-0 4-0-0 5-8-8 I 2-0-0 2-0-0 1-8-8 Plate Offsets X -- t:Ed e 0-0-12 LOADING(psf) SPACING 2-0-0 CSI. DEFL. in (Ix) Vdefl Ud PLATES GRIP I TCLL 40.0 Plate Grip DOL 1.00 TC 0.15 Vert(LL) Na - n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.04 Vert(C� n/a - Na 999 BCLL 0.0 Rep Stress Ina YES WB 0.03 Horz(C� 0.00 5 Na n/a ' BCDL 10.0 Code IRC2015/TPI2014 Matrix-R Weight:21 Ib FT=0%F,0%E LUMBER- BRApNG TOP CHORD 2x4 SPF No2(flat) TOP CHORD Structural wood sheathing directly applied or 58-8 x pudins, except end verGcals. BOT CHORD �c4 SPF No2(flat) BOT CHORD Rigid ceiling direcdy applied or 10-0-0 oc bracing. WEBS 2x4 SPF No2(flat) OTHERS 2x4 SPF No.2(Hat) REACTIONS. All bearings 58-8. (Ib)- Max Grav All reactions 250 Ib or less at joint(s)8,5,7,6 FORCES. (Ib)-Max.CompJMax.Ten.-All forces 250(Ib)w less except when shown. NOTES 1)Gable requires con6nuous bottom chord bearing. 2)Truss to be fully sheathed ftom one face or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 2-0-0 oc. 4)Bearing at joint(s)8 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verity capaaty of bearing surface. 5)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.102 and reterenced star�ard ANSUTPI 1. 6)Recommend 2x6 strongbadcs,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or reshained by other means. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard ��pF NEy�Y �p OpNER G ,O'Qt � `5� � � v�¢ ; � r �y ; fiZ ,,�� >:K" �_ S630a � �� AR��ESStONA Job Truss Truss Type � Qry Pty 168 Jefferson St 160401936 „ F14 . Fbor � 2 � Jo6 Reference o tional Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Oct 5 2016 Print:8.030 s Oct 5 2016 MiTek Industries,Inc.Thu Apr 27 08:35:59 2017 Page 1 ' . , ID:2bctmuSc8c7246oWUm6rodzMbtH-Xgj1VZGwEL3omjoj5fL8A?BO?cqMGF2cHpEFykzMalE 0-1-8 H � 2-6-� �� Sca1a.,22. tYJ= �1Kill z36= 31a'111 y 3x<= 5»�� 6�— 3u011 7 � 3 2 2 V 11 10 9�— g 3c6= 1Yi II 3a6= 3�_ 7 14-3-8 14-3-8 Plate Offsets X -- 4:0-1-8 Ed e 11:6-1-8 E e 12:0-4-8 Ed e LOADING(psQ SPAGNG 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.51 Vert(LL) -0.13 9-10 >999 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.87 Vert(C� -0.21 11-12 >806 240 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(Cn 0.04 8 Na Na BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Weight:58 Ib FT=0%F,0%E LUMBER- BRAGNCr TOP CHORD Dc4 SPF No2(flat) TOP CHORD SVuctural wood sheathing directly applied or 6-0-0 oc purlins,except erd vertcals. BOT CHORD 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc braang. WEBS 2x4 SPF No.2(flat) REACTIONS Qb/size) 12=836/0-3•8 (min.0-1-8),8=842/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)a less except wnen shown. � TOP CHORD 2-3=2094/0,&4-2094/0,45=-2085/0,5-6=-2085/0 BOT CHORD 11-12=0/1330,10-11=0/2094,9-10=0/2094,8-9=0/1325 WEBS &8=1496/0,2-12=-1496/0,G9=0/862,2-11=0/880,5-9=-294/0,4-9=-287/209 NOTES 1)Unbalanced floor live bads have been considered for this design. 2)Re(er to girder(s)for truss ro truss connections. 3)Bearing at joint(s)12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verily capaary of bearirg surface. 4)This huss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.102 and referenced standard ANSUTPI 1. 5)Recommend 2u6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends a restrained by other means. 6)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard ��pF NE(�yy oj'�P .�OP�ER G :�'Qi `5 �_ * V� � * r � � - ,,-�� N �t�rg' � 56308 � �� AR��ESS{O�P ___ I Job Truss Truss Type Qty Ply 168 Jefferson St 16040193B F15 Floor 15 1 Job Reference o tional Universal Forest Producis,5631 S.NC 62,Bu�lington,NC Run:8.030 s Oct 5 2016 Print:8.030 s Oct 5 2016 MiTek Industries,Inc.Thu A�pr 27 08:36:00 2017 Pa�ge 1 ' _ , ID2bctmuSc8c7246oWUm6rodzMbtH-?sHPjuGY?fBfOtNvfMsNjCk8Y09N?h9mVS_oVAzMaID 0-1-8 H � 2-s-o �-2-� 0�1_rs S�I�=123. f tq= �1Ki II p3x6= gtA II a 3K6= 51Xi II 63�= '7Xf II 1Ki= � � 2 2 11 10 9� �= ian as= �_ 14-7-0 14-7-0 Plate Offsets X -- 4:0•1-6 Ed e 11:0-1-8 E e 12:0-4-6 Ed e LOADING(psf) SPAGNG 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOl 1.00 TC 0.59 Vert(LL) -0.17 9-10 >999 480 MT20 197/144 � TCDL 10.0 Lumber DOL 1.00 BC 0.95 Vert(C� -022 11-12 >785 240 BCLL 0.0 Rep Stress Ina YES WB 0.32 Haz(C� 0.04 8 Na Na BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Weight:58 Ib FT=0%F,0%E LUMBER- BRApNG TOP CHORD 2x4 SPF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 2•2-0 oc bradng. WEBS 2x4 SPF No2(flat) REACTIONS. (Ib/size) 12=854/0-3-8 (min.0-1-8),8=854/0-3-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.•All forces 250(Ib)a less except when shown. TOP CHORD 2-3=-2175/0,3-4=-2175/0,45=-2155/0,56=-2155/0 BOTCHORD 11-12=0/1363,10-11=0/2175,9-10=0/2175,8•9=0/1356 WEBS 6-6=-1526/0,2-12=-1533/0,6-9=0/906,2-11=0/939,5-9=-307/0,3-11=-257/0,4-9=-317/204 NOTES- t)Unbalanced floor live loads have been considered for this design. 2)Bearing at joint(s)12,8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Buildirg designer should verify capadty of bearing surface. 3)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.102 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard ��pF NEpyr ��\�,�OPHER G ,�'A.� * Vz ; '�C r � n � 2� �>:s^ �2 56308 � �� A��FESSt�NP Job Truss Truss Type � Qry Py 168 Jetterson St � 1 60401 93 6 ,- F16 } Floor Girder 1 1 I. � Job Reference o tional �''� Unive�sal Forest Produds,5631 S.NC 62,Budington,NC Run:8.030 s Oct 5 2016 Print:8.030 s Oct 5 2016 MiTek Industries,Inc. Thu Apr 27 08:36:00 2017 Page 1 I ' - , • ID2bctmuSc8c7246oWUm6rodzMbtH-?sHPjuGY?fBfOtNvfMsNjCk7BOBU?eMmVS_oVAzMaID � 2-6-0 , � 1-2-12 , scae_,:,z. 3�11 6k6= 616= 3a6 11 1 9 2 10 3 11 6 MSIN22 � MSH612 � MSH6T2 T1 T1 W1 W1 W�- W2 W� � BI 3�0= tY!II lp II 8 7 6 3>8= , 6-10-4 � 6-10-4 Plate Offsets X -- 2:0-1-8 Ed e 3:0-7•8 Ed e LOADING(psf) SPACING 2-0-0 CSI. DEFL in (Ix) Udefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.68 Vert(LL) -0.04 6 >999 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(C� -0.06 6 >999 240 BCLL 0.0 Rep Stress Ina NO WB 0.56 Horz(C� 0.03 5 n/a Na BCDL 10.0 Code IRC2075lTPI2014 Matrix-S Weight:36 Ib FT=0%F,0%E LUMBER- BRAqNG TOP CHORD 2u4 SPF 2100F 1.8E(flat) TOP CHORD SVudural wood sheathing directty applied or 6-0-0 oc purlins, except erd verticals. BOT CHORD 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling direcdy applied or 10-0-0 oc bradng. WEBS 2x4 SPF No.2(Hat) REACTIONS. (IWsize) 8=1557/Mechanical,5=1871/03-8 (min.0•t-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-339/0,4-5=-622/0,2-10=-2457/0,3-10=-2457/0 BOT CHORD 7-8=0/2457,6-7-0/2457,5-6=0/2457 WEBS 3-5=-2747/0.2-6-2734/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)This truss is designed in axordance wdh the 2015 International Residential Code sections R502.11.1 and R802.102 and referenced standard ANSUfPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc ard fastened to each truu with 3-10d(0.131"X 3")nails. Strongbacks to be attached to,walls at their outer ends a restrained by other means. 5)Use USP MSH422(With tOd nails into Girder 810d nails into Truss)or equivalent spaced at 2-0-0 ac max.starting at 1-164 from the left end to 5-10-4 to connect truss(es)F13(7 ply 2x4 SP�to badc(ace of top chord. 6)FII all nail holes where hanger is in contact with lumber. 7)In the LOAD CASE(S)section,loads applied to the face ot the truss are noted as front(�or badc(B). LOAD CASE(S) Standard t)Dead+Floor Live(balanced):Lumber Inaease=1.00,Plate Inaease=1.00 Uniform Loads(pR) Vert:5-8=-20,1-4=-100 Concentrated Loads(Ib) Vert:9=-875(B)10=-875(B)11=-878(B) ��oF NE�yr �j'�P ,�ppHER G �'Q �5 �_ � V¢ * r � m .•l-�l. tu Z� «>: �� 56308 Q,? v �dFESS10�P Job Truss Truss Type Qty Pry 168 Jefferson St � 160401936 ,. F17 Floor Girder 1 1 Job Reference o tional Universal Forest Products,5631 S.NC 62,Burlington,NC � Run:8.030 s Oct 5 2016 Print:8.030 s Oct 5 2016 MiTek Industries,Inc.Thu Apr 27 08:36:01 2077 Page 1 ' -- , ID2bctmuSc8c7246oWUm6rodzMbtH-T3rnwEHAmyJW01y6D4NcG�HIcbWRk5Qvk6jLlczMalC 0-1-8 H i 2-6-0 i 0-�7� �6 � 1-10-8 I �.126. 1.Sw II l.Sxb= Ot�H= 1.5�4 II 3ta= I,Sc6 I I 3�FP= 4 5=MSHbt2 1.Sx6 II 1 2 . 3 0 5�4— 6 ] 8 9 4�'— 10 � � L $ 1] 16 15 la f3 12 1 6�8= 1.5x6 I I 1.Swt II 3�8= 3x�2 MT18H FP= bz4= 3rB— d�_ 14-5-4 16-6-0 14-5-4 2-0-12 Plate Offsets X — 1:Ed e 0-0-12 4:0-1-8 E e 5:0-1-8 Ed e 9:0-1-8 Ed e 11:Ed e 0-1-8 12:0-1-8 E e 18:0-68 Ed e 19:41•8 0-0-12 ' LOADING(psf) SPAqNG 2-0-0 CSI. DEFI.. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 070 VeR(LL) -0.18 14-15 >999 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.63 Vert(C� -0.27 14-15 >718 240 MT18H 197/144 I BCLL 0.0 Rep Stress Ina NO WB 0.51 Horz(C� 0.06 11 n/a Na , BCDL 10.0 Code IRC2015/TP12014 Matrix-S Weight:69 Ib FT=0%F,0%E LUMBER- BRAqNG TOP CHORD 2u4 SPF No.2(Flat) TOP CHORD Structural wood sheathing directly applied or 5-10-10 oc purlins, except end verticals. BOT CHORD 2x4 SPF 2100F 1.SE(Aat)'Except' BOT CHORD Rigid ceiting direcdy applied or 10-0-0 x braang. B2:2x4 SPF No.2(flat) WEBS 2u4 SPF No2(flat) REACTIONS. (Ib/size) 18=1060/0-3-8 (min.0-1-8),11=1745/0-2-0(min.0-1-8) FORCES. (Ib)-Max.Comp./Mau.Ten.-All(orces 250(Ib)or less except when shown. TOP CHORD 2-3-298?J0,&4-2982/0,4-5=3555/0,5-6=-3427/0,6-7=3427/0,7-8=3427/0,8-9=-2385/0 BOT CHORD 17•18=0/1785,16-17=0/3555,15-16=0/3555,14-15=0/3555,13-14=0/2626,12-13=0/2626,11-12=0/2385 WEBS 2-18=-2010/0.8-14=0/909,2-17=0/1358,6-14=-308/0,3-17=-262/0,5-14=-299/252,417=-822/0.9-12=0/639,8-12=-636/0,9-11=-2894/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indcated. 3)Bearing at joint(s)18 considers parallel[o grain value using ANSIlfPI 1 angle to grain formula. Building designer should verify capaaty of bearing suAace. 4)Provide mechanical connection(by others)of Wss to bearing plate at joint(s)11. 5)This truss is designed in accordance with the 2015 International ResidenGal Code sec[ions R502.11.1 and R802.102 and referenced standard ANSUTPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each Vuss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer erds or restrained by other means. 7)CAUTION,Do not erect truss backwards. 8)Use USP MSH422�th 10d nails into Girder&tOd nails into Truss)or equivalent at 14-5-4 from the left end to connect truss(es)F18(1 ply 2x4 SPF)[o badc tace of top chord. 9)Fill all nail holes where hanger is in contact with lumber. 10)In the LOAD CASE(S)section,loads applied to the face o(the tiuss are noted as front(F)or badc(B). LOAD CASE(S)Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-18=-20,1-10=-100 Concentrated Loads(Ib) Vert:9=-673(B) ��o� NE�,r Gj'�P qpPHER G �� \5 "c- �t �� ; * r � f� . � � G� f�..:s' . �� 56308 � �� AR�fiEssta�P Job Truss 7russ Type Qry Pry 168 JeHerson St 16040193B F18 Floor Girder ' 1 1 Job Reference o tional Universal Forest Products,5631 S.NC 62,Burling[on,NC Run:8.030 s Oct 5 2016 Print:8.030 s Oct 5 2016 MiTek Industries,Inc.Thu Apr 27 08:36:02 2077 Page t � _ , ID2bctmuSc8c7246oWUm6rodzMbtH-xFPABaIpXGRNdAXlmnurodpQiprvTdl3zmTvZ3zMal6 0-1-8 as u �,c u �u H I o-s-s = � 2-s-o � 3 Scale-19. M5116Y2 M5116t2 � T1 6 T1 1�0— W1 Z W3 WI W1 � �1 BI 3x6= 5 6 6W= ,0-3-0, 3-9-8 , r0-3-0 3-6-8 Plate Offsets X -- 5:0-4-8 Ed e LOADING(psf) SPACING 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.87 Vert(LL) 0.00 5 "" 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.43 Vert(C� -0.05 4-5 >827 240 BCLL J0.0 Rep Stress Ina NO WB 022 Horz(C� 0.00 4 Na Na BCDL 10.0 Code IRC2015lTPI2014 Matrix-P Weight 221b FT=0%F,0%E I LUMBER- BRAqNG TOP CHORD 2u4 SPF No2(Bat) TOP CHORD Strudural wood sheathing directty applied or 3-9-8 oc puAins, except end verticals. BOT CHORD 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc braang. WEBS 2x4 SPF No.2(flat) REACTIONS. (Ib/size) 5=956/0-3-8 (min.0-1-8),4=974/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)a less except when shown. TOP CHORD 3-4=537I0 � BOT CHORD 4-5=0/802 -� WEBS 2-4=-897/0.2-5=-1421/0 NOTES 1)Refer to girder(s)for truss ro truss connections. 2)Bearing at joint(s)5 considers parallel to grain value usirg ANSUTPI 1 angle to grain formula. Building designer should ver'rfy capacity of bearing surlace. 3)This Wss is designed in aarordance with the 2015 International Residential Code sections R502.11.1 and R802.102 and referenced standard ANSIlfPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10•0-0 x and fastened to each Vuss with 3-tOd(0.131"X 3")nails. SVongbacks to tie attached to walls at their outer ends or resUained by other means. 5)CAUTION,Do not erect truss backwards. 6)Use USP MSH422�th 10d nails into Girder&tOd nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 0-9-8 from the left end to 2-9-8 to connect truss(es)F14(1 ply 2x4 SPF)to front face of top chord. 7)FII all nail holes where hanger is in contac[with lumber. 8)In the LOAD CASE(S)section,loads applied to the(ace of the truss are rroted as front(F)or badc(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Inaease=1.00,Plate Inaease=1.00 Uniform Loads(pl� Vert:4-5=-20,t-3=-100 Concentrated Loads(Ib) _ Vert:2=-762(F)7=-749(F) ��pF NEt�,y �'`�" �p4HER G 4'p `5 j, * V�� , * _ r � � w m �` � � ��, k�>.:� . �., 56308 � V� ARpfiESS1�NP r" F� . , :7�r, _ Job Truss Truss Type Qry Py 168 JeNerson St 160401938 F79 Floor 2 7 Job Reference o tional Universal Forest Products,5631 S.NC 62,Bu�lington,NC - Run:6.030 s Oct 5 2016 Print:6.030 s Oct 5 2016 MiTek Industries,Inc.Thu Ap r 27 08:36:03 2017 Pa�ge 1 ' _- , ID2bctmuSc8c7246oWUm6rodzMbtH-QRzYLwJRIaZEFK6UKVP4l.rMe5DGJCOVCBQCS5VzMal 0-1-8 i H� 2 6_� , 1-� 0��'0 sw�.,3z. �s.a u is�a n � 1.Sxa= ae= 1.SK6 II 3b= t.S�N II 3xd= 1.Sxd II 36 FP= be= I.Sa4 II 1 2 3 4 5 6 � 8 9 10 11 �9 � 1] 1615 Id 13 3�= 6x12= 3xd= �12 MT18H FP= � 6xt2= - .. 3x6= 3K4= j 2�'.3'$ � 20-3-8 Plate Offsets X -- 1:Ed e 0-0-12 75:0-1-8 Ed e 16:0-1-8 Ed e 18:668 E e 19:0-1•8 0-0-12 LOADING(psf) SPACING 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.70 Vert(LL) -0.31 13-15 >791 480 MT20 197/144 TCDL t0A Lumber DOL 1.00 BC 0.62 Vert(C� -0.48 13-15 >504 240 MT18H 197/144 BCLL 0.0 Rep Stress Incr YES WB 0.48 Hwz(C� 0.08 12 n/a Na BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Weight:81 Ib FT=0%F,0%E LUMBER- BRAGNG TOP CHORD 2u4 SPF No2(flat) TOP CHORD SVuctural wood sheathing directly applied or 4-8-11 x purlins, except end verticals. BOT CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD Rigid ceiling directly applied or 16-0-0 oc bradng. WEBS 2x4 SPF No.2(Flat) REACTIONS. (Ib/size) 18=1200/0-58 (min.0-1-8),12=1206/03-8 (min.0-1-8) FORCES. (Ib)-Mau.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 23=3440/0,3-4=3440/0,4-5=-4435/0,5-6=-4435/0,6•7=-4435/0,7-8=-3415/0,8-9=-3415/0,9-10=-3415/0 BOTCHORD 17-18=0/2016,16-17=0/4192,1516=0/4435,1415=0/4182,13-14=0/4182,12-13=0/1980 WEBS 10-12=-2247/0,2-18=-2270/0,10-13=0/1628,2-17=0/1616,3-17=-251/0.7•13=-870/0.4-17=-853/0,7-15=•121/550.4-16=-91/533 NOTES 1)Unbalanced Floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Bearing at joint(s)18 consders parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should Verity capaaty oi bearing surface. 4)This truss is designed in accordance with the 2015 International Residen6al Code sedions R502.11.1 and R802.102 and reterenced standard ANSI/TPI 1. 5)Recommerxl 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each Uuss with 3-10d(0.731"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss badcwards. f LOAD CASE(S) Standard ��pF NE�y y Gj'�P �OPt1ER G .p�P �`� �- 7R' V� ; � r � W mZN E�>:� �2 S630a � v� AROF�ss►oN� Job Truss Truss Type Qry Ply 168 Jefferson St 16040193B F20 Floor Girder 1 1 • ' Job Reference o tional '� Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Oct 5 2016 Prin[:8.030 s Oct 5 2016 MiTek Industries,Inc.Thu Apr 27 08:36:04 2017 Page 1 �� • _, _ ID2bctmuSc8c7246oWUm6rodzMbtH-ueWwZGK33ti5tUhhuCxJl2vrodVvcPMLQ4y0exzMal9 I 0-1-8 H{ 2-6--� � 1-r 10-�H-0 1-�I 1-I 3-p� soaa.,az. 3i5 fP= 1 3�5 FP= 1.Sit4= 6X12MTi8H= 5kg= 6r611 y MSH626 h12MT18H= 9 1 2 3 6 5 6] 8 9 10 1f 12 13 "' W W6 � �d 21 2p 1918 17 16 15 � � 6YB= 6k18= �12 MT18H FP= Sx6 11<W II Sv6 I I 3M12 MT18H FP= 6x12 MT18H= 1.Sta SP= &12= 16-4-4 20-3-8 � 16-4-4 3-11-4 �� Plate Offsets X — :0-3-0 0-0-0 18:0-3-0 Ed e 19:0-3-0 Ed e 22:0-6-8 E e 23:0-1-8 0-0-70 I LOADING(psf) SPAdNG 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.57 Vert(LL) -0.34 17-18 >713 480 MT20 1g7/144 II TCDL 10.0 Lumber DOL 1.00 BC 0.97 Vert(C� -0.52 17-18 >463 240 MT18H . 197/144 BCLL 0.0 Rep Stress Ina NO WB 076 Horz(C� 0.08 14 Na Na BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Weight:131 Ib FT=0%F,0%E LUMBER- gqpq� TOP CHORD 2x4 SPF No2(Nat) TOP CHORD Structural wood sheathing directty applied or 5-5-3 ce pudins, except end verticals. BOT CHORD Dc4 SPF 2100F 1.8E(flat)'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bradng. Bt:2x4 SPF No2(tlat) WEBS 2x4 SPF No2(flat) REACTIONS. (Ib/size) 22=162310-5-8 (min.0-1-8),14=2976f0-3-8 (min.0-2-0) FORCES. (Ib)-Mau.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=5489/0,3-4=•5489/0,45=-5489/0,5-6=-8123/0,6-7=-8123/0,7-8=-8123/0,8-9=-8725/0,9-10=-6725/0,10-11=-8725/0,11-12=-8413/0 BOT CHORD 21-22=0/3078,20-21=0l7187,19-20=0/7187,1&19=0/8123,17-18-0/8732,1617=0/8413,15-16=0/8413,1415=0/5617 WEBS 12-14=-6282/0,2-22=-3403/0.2-21=0/2662,421=-251l0.8-17=-8/412,521=-1689/0.8-18-1112/0,519=0/1367.6-19-358/0, 11-15=-2506/0,11-17=0/442,12-15=0/3772 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x6 MT20 unleu otherwise indicated. 4)Bearing at joint(s)22 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should veriry capaaty of bearing surface. 5)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R602.102 and referenced standard ANSIlTPI 1. 6)Recommend 2u6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. SVongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss badcwards. 8)Use USP MSH426�th 16d nails into Girder&16d nails into Truss)or equivalent at 16-4-4 from the lett end to connect Vuss(es)F10(1 ply 2x4 SPF)to front face ot tap chord. 9)FII all nail holes where hanger is in contac[with lumber. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or badc(B). , LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Inaease=1.00,Plate Inaease=1.00 Ur�itorm Loads(plf) Vert:14-22=-20,1-13=-100 Concentrated Loads(Ib) Vert:11=-2192(F� . ��pF NEbyY Gj'`�'` �OPNER G �'Qt �5 �� V'Z� �C r � n � ZN ��--� � 56308 � L� ARafiEss�oNP � � � � _ � �