Loading...
HomeMy WebLinkAbout40664-Z Town of Southold 5/15/2017 P.O.Box 1179 53095 Main Rd Southold,New York 11971 , CERTIFICATE OF OCCUPANCY No: 38945 Date: 5/15/2017 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 540 Midwood Rd., Cutchogue SCTM#: 473889 Sec/Block/Lot: 110.-2-20 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/22/2016 pursuant to which Building Permit No. 40664 dated 5/2/2016 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with unfinished basement, rear deck and covered front porch as applied for. The certificate is issued to Finn,Timothy&Donna of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0023 5/1/2017 ELECTRICAL CERTIFICATE NO. 40664 5/10/2017 PLUMBERS CERTIFICATION DATED 5/10/2017 David Roy, Jr. t Td-Srignature V-1 TOWN OF SOUTHOLD BUILDING DEPARTMENT It W z TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40664 Date: 5/2/2016 Permission is hereby granted to: Finn, Timothy 10143 E Happy Hollow Dr Scotsdale, AZ 85262 To: Construction of a new single family dwelling as applied for per SCHD approval. At premises located at: 540 Midwood Rd., Cutchogue SCTM # 473889 Sec/Block/Lot# 110.-2-20 Pursuant to application dated 4/22/2016 and approved by the Building Inspector. To expire on 11/1/2017. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,805.60 CO -NEW DWELLING $50.00 $1,855.60 it ' •g sector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. 3 —a,) New Construction: ✓ Old or Pre-existing Building: (check one) jam, Location of Property: S46 61i na ��, ►�%t'�� ��' House No. Street Hamle Owner or Owners of Property: 11 Vel ' Oh n ! E i n trl Suffolk County Tax Map No 1000, Section I `(� Block `Z Lot 2 D Subdivision 2 14-57—Woo A �STZ��K-� Filed Map. Lf 2-( b f � Lot: Permit No. Date of Permit. Applicant: IS Health Dept.Approval: !2 I d --1 6 -C7 O 7.3 Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 11 t'VA pplicant Signa SO!/T�®� 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G roger.richertRtown.southold.ny.us Southold,NY 11971-0959 'Ql� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Finn Address: 540 Midwood Road City: Cutchogue St: New York Zip: 11935 Building Permit#: 40664 Section: 110 Block: 2 Lot: 20 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Anything Electric Inc. License No: 5220-E SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 2 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 2 Wall Fixtures Smoke Detectors Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture 4 Pumps Transformer Appliances Dryer Recpt20A Emergency Fixture Time Clocks Disconnect 200A Switches 4 Twist Lock Exit Fixtures TVSS Other Equipment: "MODULAR HOUSE" 7-ARC Fault Circuit Breakers Notes: Inspector Signature: Date: May 10, 2017 0-Cert Electrical Compliance Form.xls SO Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT r— TOWN OF SOUTHOLDu4:�,u DD MAY 1 0 2017 CERTIFICATION pTjMDTN'G Dr&PT- rqNN OF SOUTHOLD Date: Building Permit No. 140(d-94 Owner:i:z"n -:Za.) (Please print)- Plumber: 4, -Ky- - B v4h (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. tflumbers Signature) Sworn to befor e this day o 20 Notary Public, CHRISTINE LAWRENCE Notary Public,State of Ne%v York No.01 LA6301084 Qualified in Suffolk County Commission Explro.3 April 14,20 r � InaF SOUlyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLSG. [ ] FOUNDATION 2ND [ ] INSULATION ( ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: e Cox: OF Cep DATE INSPECTOR � �fnrn rjFSO(/lyolo �o holy 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. �:�FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELE TRICAL (FINAL) REMARKS: DAynW04 est it VvOmq�-. i 3 VJ� 4-v la t_ _per_ ,�✓ (q)�V4 SUj' DATE `O I INSPECTOR %&L�l OE SOUlyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] F UNDATION 1ST [ ] ROUGH PLEIG. /] FllRAMINGA63T9-A-PPING OUNDATION 2ND [ ] INSULATION [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) 0 REMARKS: +( I L- ran or �kn C DATE - 1v -lkv61,U INSPECTOR O q SOUjyo! � o N- c UOUMV,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSP-EC I [ ] ' FOUNDATION 1ST [ ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ YLECTRICAL (FINAL) REMARKS: ��►h• Pry s 06t h/� ��Zt �Ci nS `�1J S w ve;d f-ro A- T V I ncv_r,4 S c ft - ui- o✓ fa 69A ✓ rpoealy. _.wlfK ptat", 4rV2 ul, 10& 4004vt, DATE INSPECTOR 40 �pE SOOT o�'YUOUNi'I,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [Vf FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 4- gv*v�d Okl DATE ql>oboy INSPECTOR OE SOUlyolo G • �O �( 00UM'1' V TOWN OF SOUTHOLD BUILDING- DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) REMARKS: ) DATE 4110117 INSPECTOR �o� olo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL. 4e,- [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) - � REMARKS. �-4 V � Q � . r DATE lI INSPECTOR cl, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ VNSULATION [ ] FRAMING / STRAPPING M FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 14 f/�&wc( ol< OX 4v- 6wknq- f,�ij Ofvk'4164W� DATE ?��� INSPECTOR ' M J ) L4 TRIMBLE'S OF CORCHAUG NURSERY, LTQ'. 20985 MAIN ROAD MAY 1 1 2017 CUTCHOGUE, NEW YORK 11935 631.734.6494 phone; 631.734.6476 fax trimbles@ootanline.net email BUILDING DLT' TONVId OF SOUTHOLD LANDSCAPE CONTRACT FORM J This agreement is made on , 20 LT between Trimble's of Corchaug Nursery, Ltd. of j 20985 Main Road, Cutchogue, New York (Trimble's) and t_r� ,��+✓1 � � del V Of Ii 1'1A �� (the owner). LOCATION OF WORK: ,i� i� - r t,s;�f'r�« l� Y .l Mailing Address of Client: it W't# Q ec , SEE ATTACHED JOB ESTIMATE I The owner agrees to pay Trimble's in current funds for the performance of this agreement $ r , which is approximately 1/2 of the total estimate subject to additions and deductions as provided in this agreement, and to make payments pursuant to SECTION 5 on the reverse side hereof. Trimble's agrees that the work pursuant to this agreement shall be substantially completed I within(,�� working days after the full execution of this agreement.This agreement shall be withdrawn if not accepted by the owner within sixty(60) days of the date hereof. In witness, the parties have-executed this agreement on-the date written below. Plant material Is guaranteed as- described in SECTIONS 6 and 7. DATETRIMBLE' CORCHAUG By president f owner SECTION 1 -DESCRIPTION OF WORK-Trimble's agrees to provide all labor, materials and equipment and to perform the work set i forth In Schedule A, shown on the drawings (ff any) annexed hereto and made part hereof, and described In the accompanying specifications (if any) prepared by Trimble's, and to do everything required by the general conditions of this agreement,the drawings and specifications(the"work"). i Any work not set forth in Schedule A,shown on annexed drawings or described In the accompanying specifications shall be considered additional work and will be completed only on the written order of the Owner.The cost of such additional work shall be paid for before the additional work is commenced. The Owner shall pay all fees for permits and licenses and shall secure and ' pay for all necessary approvals,easements, j assessments and charges required for the completion of the work. Upon request by the Owner, Trimble's shall secure all permits or licenses required for the proper execution and completion of the work. SECTION 2 - COST OF WORK - The parties agree that the costs reflected on this agreement are estimates for completing the described work.Those estimates are based on Trimble's evaluation of the project and do not include price increases for materials or labor, or additional labor, or substituted material, or materials which may be required in the event of unforeseen problems or adverse weather conditions arising after the commencement of the work. SECTION 3 - SUBSTITUTION OF MATERIALS - The Owner may order, in writing, changes In the work consisting of additions, deletions or modifications,the compensation and time of completion being adjusted accordingly. In the event that materials cannot be furnished as specified in this agreement,substitute materials of substantially equal value and appearance may be used by Trimble's. SECTION 4-TIME FOR COMPLETION-if Trimble's is delayed at any time in progress of the work by changes ordered in the work by the Owner; by labor disputes, fire, unusual delay in deliveries, abnormal adverse weather conditions not reasonably anticipatable, j unavoidable casualties or any causes beyond Trimble's control,or by other causes which may justify delay,the time for completion shall be extended for a reasonable time. SECTION 5-COMPENSATION-The Owner agrees to pay TrimbWs in current funds for the performance of this agreement to make payments as follows: One-half(1/2)upon the earlier of the signing of this agreement or the commencement Qf O 17 v One-quarter{1/4}upon completion of one-half(112)of the work;and D The balance upon completion of the work. LJMAY 1 1 217 Payments due and unpaid under this agreement shall bear interest from the date payment is due at the legal rate of interest prevailing from time to time at the place where the project is located. BUILDLNG DEPT. i Trimble's will not accept credit card charges in payment of the cost of landscaping. TOWN OF SOUTHOLD The foregoing schedule of payments is subject to change by Trimble's prior to the earlier of the acceptance of this agreement by the Owner or the expiration of sixty(60)days from the date hereof. SECTION 6 - PLANT GUARANTEE - Trimble's will provide healthy plant material and install this material using best practices. PLANTS ARE GUARANTEED FOR A SIX-MONTH PERIOD FOLLOWING INSTALLATION, provided they receive proper care and watering. Beyond that time,plants will be replaced-at Owner's expense,unless agreed to otherwise by TrimbWs. - i SECTION 7 - LIMITATION OF LIABILITY - Trimble's shall not be responsible or liable for plants and landscaping that are not maintained by Trimble's. Trimble's shall not be responsible or liable for damage to or loss of plants or landscaping resulting from abnormal adverse weather conditions not reasonably anticipatable, unavoidable casualties or any causes beyond Trimble's control, or by other causes. In no event shall Trimble's liability exceed the wholesale price of the plant(s)or landscaping. Trimble's shall not be responsible or liable for breaks in any water,electrical or gas line on the premises. SECTION 8-OTHER PROVISIONS-Trimble's and the Owner agree that Schedule A, the drawings and the specifications, together with this document, form the agreement, and that they are as fully a part of this agreement as if attached to or repeated in this agreement. Trimble's and the Owner for themselves, their successors, executors, administrators and assigns, agree to the full performance of the covenants contained In this agreement. This agreement shall be governed by the laws of the State of New York.Should any provision of this agreement be deemed unenforceable by a court of competent jurisdiction,that determination shall not affect the enforceability of the remaining provisions. i I �J i -49 WfA OLE" ljjjj moi /T • IIIM _ _ l / m 14 IF WA • 1 1' i TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do yo-u h}a a or need the following,before applying9 TOWN HALL ✓Board of Health SOUTHOLD,NY 11971 meets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765N9502 VE r)) t,efrvey. nn �efieckSoutholdTown. ort � &Septic Form Ej N.Y.S.D.E.C. APR 1 4 2016 Trustees -<0 Application Flood Permit Examined 20 Single&Separate `r�BUILDING DEM 4gtorm-Water Assessment Form TOWN OF SOUTHOLD Contact: A- ke " ApprovedTlal� 20 Mailto. is p 1MOM Ph.nne- r, Q p ration ,20 APR 2 2 2016 - Building Inspector ]BUILDING DEPT. APPLICATION FOR BUILDING PERMIT TOWN OF SOUTHOLD Date . 3 '—,Q -7 20J(_e INSTRUCTIONS a This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zonmg amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. ((Shnature of ap hcant or name, a corporation) o2a� r3iossa� (Mailing ad esrs ofapplicant) State whether applicant is owner,lesse ,agen architect,engineer,general contrgctor,electrician,plumber or builder 1�,o Name of owner of premises -T-1 l V� As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. '�9-7 '7Q-- ,/Y) P Electricians License No. T 2 20 Other Trade's License No. 1. Location of f land on which proposedpoworIC will lJ�dpne: 1 V1fi C!t A d„ ���i House Number Street fHamlet County Tax Map No. 1000 Section 1 Block 0 a Lot C�DM Subdivision Zft5_j W Dd j ��kS Filed Map No. a I Lot a0 2. State existing use and occupancy of premises and intended us and occup cy of proposed construction: a. Existing use and occupancy ��(kiL(�. � ` b. Intended use and occupancy s1 V\C 4U 3. Nature of work(check which applicable):New Building ✓1 Addition Alteration Repair Removal IDemolition Other Work �� (Description) 4. Estimated Cost Q7. 00—Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars Vl 14 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front Al ttuRear Depth Height Number of Stories _ Dimensions of same structure with alterations or additions: Front 4/ 0 Rear Depth Height Number/of Stories / 8. Dimensions o tire new construction:Front (//0 Rear LQ Depth 0? Height /9,/O y12_ Number of Stories _ /�VX 5`f)b 9., Size of lot:Front Y 2- - q Rear l I �• 7l® Depth / / �f D1 10 Date of Purchase A A-C 42 D(?WC Name of Former Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO 13.Will lot be re-graded?YES `' NO Will excess fill be removed from premises?YES `�NO T f rv� r n r�F -t bd tt p A 1=i l7 v1 3 Fk PPc� 1 b� (�V^ 14.Names of Owner of remises Addresss��c`ta-R2 85ih ne No. I 4�d—5' Name of Architect Sse. Address gSn4, r Phone Nom3/— 02S r S3 sz Name of contractor CO-tT nqC Address _ Phone No. jp�/—02 R"1^-161 b T uv'Vt- n L'1 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO t� *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. A.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF'St�J SCI MC_k4 ` being duly sworn,deposes and says that(s)he is the applicant ., (Name of individual signing contract)above named, (S)He is the 01-C:Q/VLi� • (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. S o o before me th' Gl day of DEBORAH H.VAN DUZER otary Public,State New York 1VA61 Notary ublic U@life@d In S gnature of Applicant Commission Ex res 28, 016 IIIV -IV. IY.VU . VIJV IJIJT . R + t �o��ypF 50[/pgo� Town 1.3n)i Annex i'cicplione(631)765-1802 54375 Maim Road- _ _ _ �, y(1131)7-M5,0? P.U.Box 1179 a roger.richertCa��0 sood.ny.us Srnidiold,NY 11971-0959-, O `0 COU La `( )3UILDiNG DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: 5-,('i} Date: �. Company Name: _ /� Com' ✓"I"L ..f- Name: License No.: Z- Z:0 �= Address: 2 l,PhoneNo.: JOBSITE INFORMATION: (*Indicates required information) *Name: jEf;AIV *Address: p �. J *Cross Street: p Q cl w ! S *Phone No.. rzZ ��C! Permit No.: 6 y Tax Map District: 1000 Section: 6 Block:�_ Lot: ''L 0 — *BRIEF DESCRIPTION OF WORK(Please Print Clearly) �d ZJ/e ��cav�� !L .I e%'� c�✓� Gcr o'er'/� � e— (Please Circle All That Apply) 'FIs job ready for inspection: - YES NO Rough In Final *Do you need a Temp Certificate: ES NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other * ew Service: Re-connect Underground Number of Meters Change of Service verhead Additional Information: PAYMENT DUE WITH APPLICATION AC,4 SC- 15�A r,/ �`z'� �t�y�ti;�5e/e c�ric/Ly C/-y,�;i Cep 62-Request for Inspection Form �JL( �0 1� -3 1 '_7 L 4` oFaou ' .BUhLDIii1G,D"EPARTMENT' rya '. `: y v ,' - ,; :•:x TOWN`O'F`SoUTHOLD yc- . - - - • �o Town Hall'Anriex'�-54375.Main`Road PO:,Box_1178%Soufhold,NY.11971-09.59 !r Tele hone'631. 765=1802••Fax 631 ''7 9502- 'MM, P t_ ). ) , ,. ;:Number'of=Meters ;Ternporary;Cer`tificate`_ - - .;$ize'' Phase L,PIT _t{ Overheatl Underground'•`0" r °New Service' __Gh_angd�&,-ervice =❑ <Reconnect xi_sting Service ❑ Lbcation4 ;= - °Ihstalled_by �ri� ltif�'"..�-" -G Lic.# -Reference Application or electrical''serviceyequipmentis on fileWith the Town.of;Southold.On applicant's notification thatttiis installation is complete;the town will conduct a premises inspection of the service equipment. }Ttiis•v n i alid for „-t s` m the-above ate. i Authorised by. `s TO Scott A. Russell 2 �A\(Gt]EIMUENT SUPERVISOR co z r ������ SOLJTHOLD TOWN HALL-P_O_Box 1179 16 J .s 'own of Southold 53095 Main Road-SOUTH OLD,NEW YORK 11971 D [ZC[EGV[2 D CHAPTER 236 - STORMVVATER �N,�GEMENT T2016 (TO BE COMPLETED BY THE APPLICANT) BUMDIKG DWT. APR 2Z 2019- - .. DOES THIS PR03ECY' IN''vOI.VE ANY O THE FOLLO Q SOUTH®L (CHECK ALL THAT APPLY) Yes No - ❑ffA. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surf ace. B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. lopes which exceed 10 feet vertical rise to 0[ c. Site preparation on s 100 feet of horizontal distance. E][✓�D. Site preparation within 100 feet of wetlands, beach, bluff or coastal t erosion hazard area. Site preparation within the one-hundred-year floodplain as depicteddE. an _ watercourse-- 000-square-= - - F. Installation of new or resurfaced irrmpex=vious surf aces- ana,gement feet or more, unless prior approval of a Storrrlwat osal icludes Control Plan was received by the Town and the pr p in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number' Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a colhpleted Check List Form to the Building Department with your Building Permit Application. S.C.T.M. A: 1000 APPLICANT- (Property Owner,Design Proressiona.Agcnt' ontraetor.Other) f3ittr(ch NAM �' Sect E- Block Lot — - — .... ::0BUILDING DCS ';R'1.0ENtTLei Contact infoimatton �/ ~ rarytn,•��.nxa Revl•V to ed -DudBy: �j Dale- _ !, j� �"j,j l j - - - - - - - - - - - - - - - " . Pf opeov Address ! Local ton o{- Consti uc?ton Work= Approved fur proce»xig Budding Permtl Storniwaier Ntana;ement Control Pian Not Required Stor mwater N!analocment !2cywrcd (117o r\, .ard t9 1_ 7�vlC:t tng llepat tmew for Rcvtc:;, 'r e'NPtLIC ANT i`,nN„ry S,C.TM, 1000 Oner Design Potessron� Gorraa,OiAer1 � C AET,; P 1 Stormwater Mana ement C "I:,N�tE sclb_►I i t �Gu�r�--j sl� B' Block` ot S M C P -Plan Requirements: ProviAS de ONE of the Building Permit Applic do YL•n,P„ni q Date: ' I * The applicant must provide a Complete E laf"ia'tlon OPpr gegor��&ot providin; �a—r—,w� all Information that has been Required by the following Checklist! ,e, i A Site Plan drawn to scale Not Less that 60' to the inch MUST Y8 NO NA if You answered No or NA to any Item,PI �ip�lere! �hnw all of the following items: if you need additional room for ex lanation , ease rovide a itlonal Paper. _ a Location & Description of Property Boundaries etal Site Acreage. C Exiting - Natuial & Man Made Features within 500 L" . ' p of the Site Boundary as required by §236-)7M). _ d Test Mole Data Indicatins Soil Characteristics& Depth to Ground Water. r before _ e Limits of.Clearing & Area of Pro osed Land Disturbance. e s Certification e Exist inn- & Pi oposed Contours of the,Site (Minimum z intervals) n Installed to Code. }— Location of all existing & proposed structures, roads,, ldt tveways, sidewalks, drainage improvements &utilities, 1 ; Slot yards & Finish f=loor Eievations for all existing & ii'oposed structures. 1 ocat;on of proposed Swirnming Pool and discharge ring, V11 bd i. Location of hrraposed Soil Stockpile Area(s), i� t;. ho a:ron of propased Construction Entrance/Staging Area(s), t i t,o,-a,ion or oi-ocosed concrete washout area(s), rn t,ocat.on of all propcsw,d erosion&sediment control measures, Ez ! I EROSION_&SEDIMENT CONTROL4 2 Sioi mwater Management Control Plan must include Calculations showing l tShall {nC{Ude but not be limited to: i!,.ai the ,iormwaier irnprovements are sized to capture,store,and infiltrate maintained Construction Entrance, on ,iie the iun-ol f from ail impervious surfaces generated by a two(2") inch t stabilization & rainfall /�tprm event ils. Detaih,e Secnonal Drawings for Stormwater practices are required for approval. i—guirinc details shall include but not be limited to: a E_ro5ion & Sedin'ir:nt Controls, i� Con,,,ruction Entrance & Site Access.. c I Flet Di a inage Sn uctures (e.g.catch basins,trench drains,etc.) _ d Leaching Structures (e.g. infiltration basins.swales,etc.) t I - ", x'1.11 "1USE 011111L,Y Additional information is Required, Reviewed & l � Stormwater Management Control Plan is Not Complete. P — — — — — — — — wj I Stormwater Management Control Plan is Complete. Date q ((o l SMCP has been approved by the Engineering Department, I r =1101 FidelityNational Title ® [ECEIVE [i. 1 , D INSURANCE SERVICES,LLC AP 2416 Bt7a aIN( HEP `. TITLENO: F16-7404-101273-SUFF T®WNOFS®UMOLD District: 1000 Section: 110.00 Block: 02.00 Lot: 020.000 Town of Southold,New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC hereby certifies to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk disclose no other further conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC certifies that the above- captioned property has been in single and separate ownership of Timothy K. Finn and Donna J. Finn, as husband and wife and his/her predecessors in title since prior to 12/01/67 except as, follows: (see attached chains of title) No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty Five Thousand Dollars ($25,000.00) and no policy of title insurance can be issued based upon the information contained in the Certificate. Dated: April 21, 2016 FIDELIT TITLE INSURANCE SERV; S, LLC r Sworn to before me this CHRISTINA U E 21"day of April, 2016 Notary Public JUICE SCOW Notary Public,State of Now`sofa NO.01SC4793043 Qualified in Suffolk County Term Expires May 31,20,4 24 Commerce Drive 9 Riverhead,New York 11901 • (631) 727-0600 • Fax: (631) 727-0606 Fidelity National Title F.-! I INSURANCE SERVICES,LLC TITLE NO, F16-7404-101273-SUFF STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) Christina Buschatzke, being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM 1000-110.00-02.00-020.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 12/01/67. SUBJECT PREMISES: 1000-110.00-02.00-020.000 Janet Reeve Field and Madolin Fleet Barteau and Kathryn Liber 6278 page 58 Fleet Dated: 12/01/67 TO Recorded: 12/26/67 Virve Lepik and Herman Lepik Virve Lepik, as surviving tenant by the entirety of Herman Lepik Liber 12490 page 59 TO Dated: 11/29/06 Richard J. Lepik Recorded: 01/31/07 FIDELIT A I N INSURANCE SE CES, LLC BY: CHRIS Bits Sworn to before me this 21St day of April, 2016 Notary Public JUNE SCOTT Notary Public,Stab of Now York NO.01 SC4793043 Qualified in Suffolk Cou Terre Expires May 31,20 24 Commerce Drive 9 Riverhead,New York 11901 • (631) 727-0600 • Fax: (631) 727-0606 Fidelity National Title INSURANCE SERVICES,LLC Richard J. Lepik Liber 12554 page 911 TO Dated: 06/05/08 Timothy K. Finn and Donna J. Finn, his wife Recorded: 06/17/08 LAST DEED OF RECORD PREMISES NORTH: 1000-103.00-14.00-015.000 Janet Reeve Field,and Madolin Fleet Barteau and Kathryn Liber 6125 page 414 Fleet Dated: 03/09/67 TO Recorded: 03/13/67 Giovanni J. Minerva and Jane R.Minerva, his wife Giovanni J. Minerva and Jane R. Minerva, his wife Liber 8570 page 361 TO Dated: 01/19/79 Jane R. Minerva Recorded: 01/19/79 Jane R. Minerva Liber 12387 page 511 TO Dated: 04/07/05 Giovanni R. Minerva and Jane R. Minerva, Trustees in Trust Recorded: 05/17/05 Under the Minerva Living Trust d. 4/07/05 LAST DEED OF RECORD FIDELITY NATIO LE INSURANCE SERVI C BY: CHRIS USC Sworn to before me this 21St day of April, 2016 �— Notary Public JUNE SCoTr NOWY Public,Stat®Now Yorft NO.01SC4793043 QuallBad in Suffolk Coup 7brmExpires May 31,20 24 Commerce Drive • Riverhead,New York 11901 • (631) 727-0600 • Fax: (631) 727-0606 ""I Fidelity National Title Now , INSURANCE SERVICES, LLC PREMISES EAST: 1000-110.00-02.00-021.000 Janet Reeve Field and Madolin Fleet Barteau and Kathryn Liber 6095 page 231 Fleet Dated: 01/05/67 TO Recorded: 01/05/67 Louis A. Moricca and Else E. Moricca, his wife, as joint Tenants with right of survivorship *Louis A. Moricca died 007/01/69. Else E. Ciesiel f/k/a Else E. Moricca Liber 7006 page 3 TO Dated: 09/10/71 Else E. Ciesiel and Leo F. Ciesiel, as tenants by the entirety Recorded: 09/14/71 Else E. Ciesiel and Leo F. Ciesiel Liber 7839 page 62 TO Dated: 05/09/74 Else E. Ciesiel Recorded: 05/16/74 Leo F. Ciesiel Liber 8255 page 153 TO Dated: 05/16/77 Else E. Ciesiel Recorded: 06/20/77 Else E. Ciesiel Liber 11639 page 794 TO Dated: 07/08/93 Alan G. Hernandez Recorded: 08/11/93 FIDELITY TI LE INSURANCE SER S, LLC Y: CHRISTINA BU ATZ Sworn to before me this 21" day of April, 2016 Notary Public JUNE SCS Notary Public,State of mew York NO.OISC4793043 Qualified In Suffolk Coup Terra Expires May 31,20 24 Commerce Drive • Riverhead,New York 11901 • (631) 727-0600 • Fax: (631) 727-0606 =' Fidelity National Title INSURANCE SERVICES,LLC Alan G. Hernandez Liber 11740 page 417 TO; Dated: 08/24/95 John T. Kluko and Lenore Kluko, his wife Recorded: 09/07/95 LAST DEED OF RECORD PREMISES SOUTH: MIDWOOD ROAD PREMISES WEST: 1000-110.00-02.00-019.000 Janet Reeve Field and Madolin Fleet Barteau and Kathryn Liber 6109 page 501 Fleet Dated: 01/31/67 TO Recorded: 02/01/67 Robert D. Boyd and Luella G. Boyd, his wife Robert D. Boyd and Luella G. Boyd, his wife Liber 7686 page 443 TO Dated: 08/01/74 John W. Gibbons and Mary Jane Gibbons, his wife Recorded: 08/01/74 LAST DEED OF RECORD FIDELITY N TITLE INSURANCE SERVI , LLC Y: S Sworn to before me this 21St day of April, 2016 Notary Public .DUNE SCOW Nary Public,SSlAe of Naw York No.01 SC4793043 Q11811W In Suffolk TOM Expires May 31.20 n 24 Commerce Drive 9 Riverhead,New York 11901 • (631) 727-0600 • Fax: (631) 727-0606 i CONSENT TO INSPECTION j/q p �j {� ,the undersigned, do(es)hereby state: Owner(s)Name(s) That the undersigned(is) (are) the owner(s) f the premises in the Town of Southold, located at Mnv� which is shown and designated on the Suffolk County Tax Map as DistrQt 1000, Section I U ,Block Lot QjD That the undersigned(has) (have) filed, or cause to be filed, an application in the Southold Town Building Inspector's Office for the following: _ ,l; �Yd p That the undersigned do(es) hereby give consent to the Puilding Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon, to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances, rules and regulations of the Town of Southold. The undersigned,in consenting to such inspections, do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws, ordinances, rules or regulations of the Town of Southold. Dated: (Sign i uy\©+k- ,L, F1 V\ V\ (Print Name) (Signature) (Print Name) 10143 E. Happy Hollow Dr. Scottsdale,AZ 85262 May 3,2016 Sue and Tracey, Enclosed please find a check in the amount of$1855.60 as payment for Building Permit#40664.The property is located at 540 Midwood Rd. Cutchogue, NY 11935. Please give the permit to Scott McKay of Turn Key Builders who will stop by to pick it up. Please also mail a copy to me. Thank you both for your help in this matter. Timothy K. Finn 480-529-9969 Verity, Mike 1 oro 0 From: Andreades, Daryl (DOS) <Daryl.Andread es@dos.ny.gov> Sent: Tuesday, September 13, 2016 10:55 AM To: TFARIZONA@COX.N ET Cc: Verity, Mike; Hill,Joseph (DOS);Thomas, Donald (DOS) Subject: M1387-2015-021 Muncy Homes System Renewal processed 02/18/2015 (E Girzone) for single family residential modular Attachments: System Approval Letter.pdf RE: 540 Midwood Road Cutchoque, NY 11935 PROPOSED RESIDENCE OF TIM FINN Good morning Mr. Finn, As discussed,your builder(& modular manufacturer?) have alerted you to the newly adopted residential building codes for New York State. You have obtained a building permit from the Town of Southold. Your approved building plans and letter state that the modular approval M137-2015-021 will remain in effect until December 15, 2016 Your questions 1 As stated by your builder/modular manufacturer, is it true that you must close &finalize everything not later than September 23rd 2016 in order to have the home fabricated and shipped and installed prior to the end of October? I'm not able to speak about the schedule for fabrication at the Muncy Homes factory. Our best case scenario would be to have the required insignia affixed to the home prior to shipment and prior to October 3`d 2016. If that's the case then we have no issues. 2 From your perspective, it seems unreasonable not to honor the original expiration date (attached) of December 15th 2016 (moving the goal posts closer in the middle of the game) In the attached approval letter,there's a tiny clause following the December date "unless sooner revoked" Understandably,this isn't great for the Owner/Builder, but sometimes necessary from our NYS point-of-view. 3 If you're required to meet more stringent wind load requirements and more rigorous energy code provisions, will you be responsible to pay for a whole second engineering/document review to comply with the new NYS codes? We discussed the potential for a reduced charge/some relief from the fee in your specific case. This decision would have to come from the manager of our modular review program, Mr. Joseph Hill. His e-mail address is attached. Please feel free to reach out to him directly. i You and I also placed a call to the local code enforcement official [Michael J. Verrity 631/765-1802] to confirm that he's issued a building permit for your sitework and footings/foundation and to learn if there are any additional local concerns. Mr. Finn; Good luck with your efforts to press through these hurdles. I hope you're able to resolve and move forward with the construction of your new home in Cutchoque very quickly. Joe/Don if there's anything I've missed, please feel free to chime in. Thank you. Respectfully, -daryl Daryl Andreades, RA Division of Building Standards and Codes New York - Department of State One Commerce Plaza, 99 Washington Ave., Albany, NY 12231 O: 518-474-4073 1 Email: daryl.andreades(aD_dos.ny.gov www.dos.ny.4ov 2 SURVEY OF PROPERTY AT FLEET'S NECK TOWN OF SO UTHOLD SUFFOLK, COUNTY, NY 1000-110-02-20 SCA LE.- 1'=30' FEBRUARY 5, 2007 FEBRUARY 3, 2016 (PROP. HSE.) 00 Yoccorino 01-27-2016 • Rte"P� Iro lb X8,5 LOT COVERAGE Oy HOUSE, PORCH & DECK 2415 2415/21187 = 11.490 �Gn� o cv RAIN RUNOFF CONTAINMENT P0BWP `' .0 , ' \g 4 HOUSE, PORCH — 2031 sq.ft. ` L0� 3 Q`e e � '. 5��;,;1 ��� � , ' ' \ \ � s 2031 x 1 x 0.17 = 345 cu.ft. T� ` � >��� ��P,, 345/42.2 = 8VF �;> 2 dws 80 x 4 DEEP �ka4 v All � �91. DRIVEWAY (PERVIOUS) �, v0 10'X100' = 1000 sq.ft. ��� °� 66. osEo o�5�y ` a 1000 x 0.8 x 0.17 = 136 cu.ft. QR�Opl1 136/42.2 = 3.2 VF zo 0 e'l R ,0 0 PROVIDE 1 DW 8'0 X 4' DEPTH , �lo. > PROPOSED SEPTIC SYTEM 12 3 BEDROOMS _ - 1-1000 GAL PRECAST SEPTIC TANK ° M,N" 1-80 X 12' DEEP LEACHING POOL WITH 3' SAND (SW) COLLAR 3' MIN. ABOVE GROUND WATER a'�E \ �\ �P / 0� vO S ]50.0' g, ^o TEST HOLE DATA �pT 29 QPM 4ot 0 0�� McDONALD GEOSCIENCE 7 ��1 j' �� �� 0J`t' 12/23/15 0 CPp��oP ���y �G � a-- _.,..... . cA 00� *P. , DARK BROWN LOAM OL 4g'9 `JgJ �p� p 0P \ BROWN SILTY SAND SM J�J e o��, X100 PALE BROWN FINE TO COARSE SAND SW o `'ftw } :.Tt f ` p i—L. 74.tj '17'" (.T7..Me4d�+�r��. '..�^!^p7r*•- .rnw+ � R...+ •�1`• Jj iU1 #t .... a...t',+me ..-., .... nay.._ .1•,t1-� ,� 2 ROP- PALE BROWN FINE SAND SP `s` 17 iA x �h.? f l Y\�;`. I C.fi�Y�" x= 1 1R7 s �•.. i a r•. V1f'C�1r ,L NOTE. NO WATER ENCOUNTERED • = PIPE ELEVA TIONS ARE REFERENCED TO NA VD CERTIFIED T0: TIMOTHY K. FINN DONNA J. FINN LOT NUMBERS REFER TO MAP OF EA ESTATES a <. „ " COMMONWEALTH LAND TITLE I URANCE COMPANY , SECTION TWO FILED IN THE SUFFOLK COUNTY CLERKS ;� OFFICE ON NOVEMBER 30 1964 AS FILE 740. 4210. t >` :. A1V Va ANY ALTERATION OR ADD177ON TO THIS SURVEY IS A VIOLATION ,Y :',`C�C:�NO. 49618 OF SECTION 72090F THE NEW YORK STATE EDUCATION LAW. PECONIC SURVEYORS, P.C. EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER77FICAT70NS (631) 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.0. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 774E SURVEYOR TOTAL AREA-21187 SO. FT. 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 107-113 (J w. t Leo.e-t I[( '. -�L �{ Y J`"f f✓ .rel•r_'.-_'..7 aay.�ftG=_ i _ _ _ Ic! Cf) SCOPEM1Ev =� :��- f '- "J- Ld QZ BEDDING DETAIL PERSPECTIVE VIEV! - -mssJIF£..a.C..AHOEr,C _ ti.._.. -� = ,=s f w �y ANCCE FSRSf STAKE TOYKRD -OCG �• -- - r _-- a-C)Z Cr rREAOUSLY WD DALE 2.1 _> wFFNCE rOiz _FLW �- (1.ILu rs Lf) Ld` �.✓� .. - •` - DWNO MY DACES [/..aOJ FLIER ROM I - 'T y.,- ___^•, �_`.�h r �— rC/ICEO OK CONTWR MK f'►(TO pcoVna -( - R�A� O -�L 2ft—A 1_STEEL r1CKELS OR r~ W sTA/mS t-v b Y 4(G4kWNO. - -cl_ DRIVE STAKES Must(rRnf Tor OF M.wm K ..ft—C A_E - n N AA CEw - x[ EKY DACES• t2 AGRE I loe Ue(FiVI fter �' ��( < OL `V - .— _ NICFIORft+c DETNC - - ` K .� -• - SECT7O:� DETA'l . • r �+s.�--a tom--rr�. STRAW BALE DIKE DETAILS TEMPORARY CONSTRUCnoN EK(MICE 1' - SILT FENCE DETAILS STAND.fRDPRSCASTCONCRETBC Z-C7;rA'ULV NG APPROVAL OF STOFt6�1WATER MANAGEMENT <Pueu�c IwaT�) � cv C Z q CONTItI CIL 0 P N -T Code P � I J nt w / U O Date' Z9 �� r tawN . 162.65" om •.. U P of ui _ o e Approved try: S32-21'20"C_ _ �+ �� �__ � � Isr. GAS.LWE �g o w ELEVATIONS ARE REFERENCED TO NAVD \5 27-5' 'D w N O 3 Iuw Pool 12.0' 2 P_1ypical Section@Leaching J� oEROSiOV ® SEDIMENT CONTROLS Dn SWC KTS y Sha li include bit not be limited to:, Z¢ 5p0 \ �� n o o fi' zw I w -' U TEST HOLE DATA ``I io m Z `� o McDONALD GEOSCIENCE A well maintained Construction Entrance, �3 F- / 1- o ` via og 12/23/15 1Rlire Backed Silt Fencing, stabilization& n zN m inactive S13!};. •_°�O / o tl �°0 1m ao.o' O m a E Seeding of exposed and/or ina ti �, / r o �- DARK BROWN LOAM OL g d 127.5 O �-wri d - _ O _ 1' o ► o j 002 o A O z BROWN SILTY SAND SM DRAINAGE INSPECTIONS ARE REQUIRE® N oa � z� is ,I M � � U w Contact TOS Engineering at 765-1560 before z , y� } \`�t �_ °3 Y4- Backfill, o 4' OR Provide Engineer's Certification - �� - so In W N PALE BROWN FINE TO COARSE SAND SW that the drainage has been installed to Code. \ o _ r -CONST / aB. CURB Yvnj-•---�_; _ _ (/ O.H WRES 11' - 2 3 I N23 29 20"W ASFHAtT DRIt•EWAY RAIN RUNOFF CONTAINMENT v o 174.03' 4 `� PALE BROWN FINE SANG SP o HOUSE, PORCH - 2031sq.ft. a r � 1 7 L 2031 x 1 x 0.17 = 345 cu.ft. o Lunrc LV of t!1 Ix,..�:, 17' 345/42.2 = 8V (PUBi WATER) o cs rh' }`4ifi. G R It� NOTE: NO WATER ENCOUN7ERED2 dws 80 x 41 DEEP J f _I f✓ Fr.: _ ' OTT 0 tZ6tt ;A "N `a7oH1nos 13311 S 2I373n b'2I1 Of Z l N032I3H S21 d3dd t/ 32/nl b'NJ/S 3SOHM 1� '0S Lwtz-fid W101 YOA3,1 JnS 3H1 30 7V3S 03SS32/dWl 3H1 HV38 S3Id00 &0 ddw OIdS 606 X08 "0*d -41 4 7N 3038314! S3/d00 ONV ddw SIH! 2/03 017VA 38V NO32/3H L6L t-99L (tf 9) XV J OZOS-S9L (tf'9) SNC l.:b'O/3LL?l30 77b' 'Z NO/S/�I/08nS-60ZL N01103S 213d SV ld30X3 'd `S&OA3A?JnS DINO03dAI d7 NOLL don03 3ivis xvoA M3N 3H1 3060ZL NOLL03S .d0 I/OLL V7014 V S/ ,(3AYnS S/141 Ol NO/l lOOV 210 NOLL b'2I317V .(NV 3713 SV P,961 `Of 2/3Gn3A0N NO 30/330 S,)/2/370 .(1Nn00 )17033nS 3141 NI 03713 „OM1 N01103S ANVdW00 30Nv&nSNI 371LL ONdl HLIV3MN0WW00 S31VIS3 OOOM1SV3 .d0 dVn,, Ol 2/3332/ S&39nnN 107 NNIS r VNNOG �. NNI3 'Y .lHloWll 0A VN Ol 030N3N333Y 388 SNOLLVA373 'Ol 431.AL 2/30 J � A 3d1d / Q 03a7l Nn00N3 Y3L VM ON -3L ON QIOITsnOs,jO tsniOJ, UAaa om(Imng dS ONVS 3N13 NM 0218 37Vd 91G� 8 Z 130 ,u a Cl MS ONVS 3S2 VOD Ol 3N13 NMO&G 37Vd WS ONb'S .(17/S NMO?J8 7 00 ri/ri/en �d� OQ� p�5 70 wb'07 N41089 >l2/b'0 .� 3ON310SO30 07VNOO W a 00 L � �a ' �0 6Z 10dl b'0 370H 1531 O aPP �� 21311�M GNnoao 3/1 oev d y c -NA X 8Vb 700 (MS) ONVS ,f HIM 0 �` `� 100d ONIHOV31 d330 ,Zl X 08-1 YNVI 011d3S 1SV032/d IVO 0001-1 SW0o2/038 0 ln3LAS O/ld3S o3SOd02Vd °� S Z H1d30 ,-k X 0,8 MO l 301/108d d0'0 pO ` X30 oz 3/1 Z'�' = Z'Zf,/9£'1 S, t�°��,��� �• "}j'no 9f l = L L'D x 8'0 x 0001 •}j'bs 0001 = ,00IX,01 (snoln2l3d) Avm3mvc p 4A d330 ,t x 08 SMP Z 3i18 = Z'W9tf '}j•n-i S-f = L l'0 x l x 1f0Z •} LO 1 j•bs LfOZ - H02I0d `3SnOH ' y0 0 1 N3lNNI V L NOD 330NOY NI V& O�J 51�Z X1030 -Y H080d `3SnOH LCA 3OV83AOD 107 y � 9LOZ-8Z-Ol �NI?Jd'J7d/. (N0/1 t/O07 NOl1 VGNn03) 9102 `SZ Y380100 (NOISIA38) 9102 `6Z 1-10,V V N (3SH 'doyd) 9102 `f A&vnaa33 LOOZ 5 Ayvn1�J833 00 ,09=,r T -S7YOE 00-00—OTT-000T A X AJNn00 X70JJnS Q70H,zn os JO NAI os X0SN S«Lggld I V ALLUSdOgd Jo AgAc rns SCDHS REF # R10-16-0023 SURVEY OF PROPERTY K A T FLEETS NECK TOWN OF SOUTHOLD 2 c , SUFFOLK COUNTY N. Y. 1000-110-02-20 SCALE: 1'=30' FEBRUARY 5, 2007 Yah;o- FEBRUARY 3, 2016 (PROP. HSE.) • . � APRIL 19, 2017 (FINAL) t R�eP 5 o0�c ` l & of `Joy V G 'QO �ti5� m O Vol ?0, O 6 R5 Nom. e6 S v O �0 6 RGA 1k2 � 3y k � a e o00 c3 C.P. O G MSR � t GAVE X99 r O� Q\P ccll 1A, < 4 P t p� � � of o �OQ� 9�\G 0� C G O ytP L � 0�� TEST Lo OLE DATA RE / p� o� v -19, MCDONA GEOSCIENCE iJ 12/23/15Po�E y 4. �G U� `MRE DARK BROWN LOAM OL �UTM GO'( = Q� � ID BROWN SILTY SAND SM `" --- 4' PALE BROWN FINE TO COARSE SAND SW CERTIFIED T0: TIMOTHY K. FINN DONNA J. FINN .4 COMMONWEALTH LAND TITLE INSURANCE COMPANY PALE BROWN FINE SAND SP SUFFOLK COUNTY DEPARTMENT OF HEALTH TH SEIVUCES 17' APPROVAL OF CONSTRUCTED WORKS FOR NO WATER ENCOUNTERED A SINGLE FAMILY RE&DE 9CE NOTE NAY 0 9 209 �d ®ale H.S.Refr. ®" 1 alloH os 140�vmOZ The sewage disposal Wd mater s ly fiC,,?JW 8t this 40o hake bw Uaa nmamaa inspected andlcr c9fflad by M "! ar other agencies and found t • = REBAR be saWactM FOR A UM i- DROOMS. SEP71C SYTEM Q Cie • = PIPE LIZ 0 Ldp 3 BEDROOMSo " 1-1000 GAL PRECAST SEPTIC TA K ® the 0 ELEVATIONS ARE REFERENCED 7 NA a Q 1-80 X 12' DEEP LEACHING POO, � uw WITH 3' SAND (SW) COLLAR LOT NUMBERS REFER TO ABOVE GROUND WATER "MAP OF EASTWOOD ESTATES SEC77ON TWO" FILED /N THE SUFFOLK COUNTY CLERKS OFFICE ON NOVEMBER 30, 1964 AS FILE NO. 4210. SEPTIC LOCA TION TOTAL AREA=21,187 SO. FT. sr. 2s 15 s f YS, LIC. NO. 49618 ANY ALTERATION OR ADDITION TO TH15 SURVEY /5 A VIOLATION �, RS, P.C. OF 5ECTION 72040F ThE NEW YORK 5TATE EDUCATION LAW. LP 53 26.5 EXCEPT A5 PER 5EC710N 7209-5U50IVI510N 2 ALL ( ' FAX (631) 765-1797 CERTIFICATIONS HEREON ARE VAI-10 FOR TH15 MAP AND COP1E5 P.0. 9 TWREOF ONLY /F 5A/0 MAP OR COPIE5 BEAR THE /MPRE55E0 1230 TRA l/ELER STREET 5EAL OF THE 5LIRVEYOR WH05E 5/GNATLURE APPEAR5 HEREON ry SOUTHOLD, N. Y. 11971 07-113—113 REScheck Software Version 4.6.2 Compliance Certificate Warning: It is a violation of the NYS Education Law Article 145 for any person, unless he is acting under the direction of a licensed Professional Engineer, to alter this item in any way Project #32099_000 (Job_S/N) ' `� Energy Code: 2010 New York EnergyConservationf � Location: Suffolk County, New YorkVIC Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,815 ft2 't'p Glazing Area 12% o rlfT 5V Climate Zone: 4 (5750 HDD) S Permit Date: Permit Number: 02/23/16 Construction Site: Owner/Agent: Designer/Contractor: Customer: Finn Builder:Turn Key Darryl Mincemoyer 540 Widwood Rd. NY Muncy Homes, Inc. Cutchogue, NY 11935 1567 Rt442E Muncy, PA 17756 Compliance: 13.8%Better Than Code Maximum UA: 348 Your UA: 300 The%Better or Worse Than Code Index reflects 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 Ceiling 1: Flat Ceiling or Scissor Truss 1,815 '38.0 0.0 0.030 54 Wall 1: Wood Frame, 16" o.c. 528 21.0 - 0.0 0.057 23 Comment:front Window: 6-38 x 59 SL:Vinyl/Fiberglass Frame, Double Pane with Low-E 93 0.310 29 Comment:f 6 Door: 1-50 x 80 1 Sidelite: Solid 30 0.230 7 Comment:f 1 Wall 2: Wood Frame, 16" o.c. 528 21.0 0.0 0.057 25 Comment: rear Window: 3-30 x 37 SL:Vinyl/Fiberglass Frame, Double Pane with Low-E 23 0.310 7 Comment: r 3 Window: 1-38 x 59 SL:Vinyl/Fiberglass Frame, Double Pane with Low-E 16 0.310 5 Comment: r 1 Door: 1-32 x 80 9 Lite: Solid 19 0.320 6 Comment: r 1 Door: 1-72 x 80 Vinyl SGD: Glass 40 0.290 12 Comment: r 1 Wall 3:Wood Frame, 16" o.c. 220 21.0 0.0 0.057 11 Comment: left Window: 1-30 x 37 SL:Vinyl/Fiberglass Frame, Double Pane with Low-E 8 0.310 2 Comment: 11 Window: 3-22 x 22 SL:Vinyl/Fiberglass Frame, Double Pane with Low-E 11 0.310 3 Comment: 13 Project Title: #32099_000 Oob_S/N) Report date: 02/09/16 Data filename: 0:\Premier Data\REScheck 32000\32099.rck Page 1 of 2 Area Cavity Cont. As .or, U-Factor UA fierimeter Wall 4:Wood Frame, 16" o.c. 220 21.0 0.0 0.057 12 Comment: right Window: 1-38 x 59 SL:Vinyl/Fiberglass Frame, Double Pane with Low-E 16 0.310 5 Comment: rt 1 Wall 5:Wood Frame, 16" o.c. 248 21.0 0.0 0.057 13 Comment: bsmt level stair area Door: 1-30 x 80 Blank: Solid' 18 0.160 3 Comment: bsmt level stair area Floor,l:All-Wood Joist/Truss, Over Unconditioned,Space 1,774 19.0 0.0 0.047 83 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 4.6.2 and to comply with&WQgtory requirements listed in the REScheck Inspection Checklist. AA ,:cn=DarrylMincemoyer,o,ou,emad=dmincemoyer@premler- Dasrlryl MinceWIoyer builders com,c--US Darryl Mincemoyer-Engineering 201602091104 09-05'00' Name-Title Signature Date Project Notes: 1- Calcs reflect only that portion of the unit assembled in the factory& included in the REScheck. Should further living space be added or finished a new REScheck shall be completed by others. 2- For unconditioned basements & cape roofs spaces, the builder shall enclose basement& attic stairs. The walls surrounding the basement & attic stairs shall be insulated & protected with a vapor barrier. The bldr is responsible for supplying all materials. 3- In houses that have factory installed floor ductwork, the bldr shall be responsible to install the insulation floor insulation under the duct. 4-An IRC & IECC Air Barrier& Insulation Checklist is partially completed in plant&supplied to builder with final house packet for on-site completion by others. Warning It is a violation of the NYS Education Law Article 145 for any person, unless he is acting under the direction of a licensed Professional Engineer, to alter this item in any way Ld 00 ce 02/23/16 Project Title: #32099_000 (job_S/N) Report date: 02/09/16 Data filename: O:\Premier Data\REScheck 32000\32099.rck Page 2 of 2 2010 New York LAfj Energy Conservation Construction code Energy Efficiency Certificate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Window 0.31 Door 0.29 Heating System: Cooling System: Water Heater: Name: Date: Comments Warning: It is a violation of the NYS Education Law Article 145 for any person, unless he is acting under the direction of a licensed Professional Engineer, to alter this item in any way. � N.IUNC_ _Y HOMES, INC_ won" 1567 I2outc-9.4=HL0h _ Mu -y YA 17756 Muncy Homes ♦ Superior Builders o Premier Builders DATE: 02/17/16 JOB#: 32099 BUILDER: Turn Key The following information is being provided by the modular manufacturer to aid the Builder in completing the NYDOS required Truss/Pre-Engineered Lumber/Timber Frame Notice per Title 19 NYCRR Part 1265. The Builder shall be responsible to complete the remaining information on the required form and shall submit the completed form to the Authority Having Jurisdiction upon application for the Building Permit. PLEASE TAKE NOTICE THAT THE : (check each applicable line) New Residential Structure ❑ Addition to Existing Residential Structure ❑ Rehabilitation to Existing Residential Structure TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT PROPERTY REFERENCE ABOVE WILL UTILIZE: (check each applicable line) Q Truss Type Construction (TT) Pre-Engineered Wood Construction (PW) ❑ Timber Construction (TC) IN THE FOLLOWING LOCATION(S): (check each applicable line) ❑ Floor Framing, Including Girders and Beams (F) Roof Framing (R) ❑ Floor Framing and Roof Framing (FR) Job 7HM585820 ss Truss Oly "y SMP 212 68304 HINGE MONO Flat-26'-28'-60/90 JnIYersal raredProdudslnc,Grand Rapids,MI495 .MlkePaBen 7.350 a Sep 272012PATekIndustries,In, Thu Jun 200E.27:4120t3 2.6.10 11-2-B ,9 5 AtL Cantilever SMH18K Detall 4 1� 10 0-0-1-i�0 7.00 12 1.3M 4 Opt. 0-1 10 REACTIONS a<Hori 6=-157(1.0 13),1=499(L(_%8)Cum 2 M ax Uptft 7=•463(LG 9),1=-638(1.L09) 410.12 Opt. 0.414 `5 Mac Orav 7=741(.016),1=1494(1.017) uQ ( i-� SMH1e1) o off Opt. 3X6 3 H 2 tT x Qy 9 1 J1 r, Wit I� x�1 B1 1 0 3.5x611 9 11 12 719 3x6%. 2x5 11 5x7 II 0-1- 0-i-8 I i 12 2.4-14 r 11-2.10 _-1 13.10.12 Plate Offsets 0 Ed az• o-11- za5 0.1• 4 a00 0-1• ,17:a3.12aa101 8 63-1 a1 D SPACING:2-0-0 SPACING:1-4-0 SPACING:1-0-0 CSI DEFL in roc) Udall Ud PLATES GRIP LOADING(pst) LOADING(pse LOADING fFrsQ Plaleslncrea a 1.15 TO 0.54 Ved(LL) -039 7.8 >410 2d0 h1T20 1E7/144 TCL. 46.2 TOLL 69.3 TCL. 92ALumberincrease 1.1513C 056 Vert(TL) -0.65 7-0 >244 180 MTI BHS 1971144 (Ground Snovr-60.0) (Ground Snw,--90 0) (Ground Snow- Rep Stress Incr YES W8 062 Hoiz(TL) 0.00 J Na Tire TCDL 70 TOOL 105 TCLL 14.0 Code 18020113ABC20061 (MatdQ Wekght:79b BCLL 00' BOLL 0.0' BCLL 0.0` IBC2009rrP12007 FT=0% BCDL 100 SCOL 16.0 BCDL 200 LUMBER BRACING TOP CHORD 2(8 SPF No.2'Except* TOP CHORD Slructuralovood sheathing directy apNled orB-a0 oc pmltns, e(cepl encivedleats, tp) T2:2x68PF 21 OOF 1 BE,T3 2x4 SPF No 2 BOT CHORD Rod ee0ing dveclty applied or 7.6-15 oc bracing. BOT CHORD 2x0 SP DSS WEBS i Rowat rrddpt 4.9 WEBS 2c3SPF Stud*Except* W3;2(10SPDSS T Faalthda( REACTIONS QtYs¢e) 1=77610-3.13 (n8n 0•1-15),7=73PJa3.8�(rrin.a1.1i),6=OTAechardcal rook OFis', G Ni ax Harz 1=498(1.0 9),Cx•158(LC 13) 1,(�� (! Ma(Upkft1=-325(LC,9);7=•571(L01) Ma(Orav1;:1239(LC17),7=1U73(LC17) �O {Irl/I(�J GAJ, FORCES Cb)-Ma(IrrumCorrpressloruMa(ImumTension17-REEMAN i� Y TOPCHORD 1.2=-729l5,23.1119f167,310 950186,4.10=-55tv95,4-5=-377!91,5.6-1891A9,7-9=-760149Q 0 (;IVI(, I BOT CHORD 1-13=-3231501,13-14=-3231501,14-15=-3231501,6.15=-3231501,B-11=-2071461,11-12=-2971461.7-12=-2971461 NO,�)?�a� WEBB 2.8=•9731641,4.9=-0881573 REQUIRED FIELD JOINT CONNECTIONS -Maximum ConpressbngbyMadrrumTension(by Maximum Shear pb)l1Aa(ImumMorrerd(b•ki) 5=24510119910,9=8801673/45110 1) TES Dado.a3-14 longthx 0 0-12 deep dado,at-8 and a1 a8 to left edge from Joint 1 on the boltorllface. " �l iY a' 2)Whd ASCE 7.05;120mrh(asecornd gust)@241n o.c.;TCD1. 2.1pst;BCDL=3.0psf;(Ad.147mph @161n o.c.;TODL==3 1psf,BCDL=4.5ps1);(AL 150rrph @1 tin o.c.;TCDL=4.2psf;BCDL==6.0ps0;h=300,CaL It;Exp C,enclosed;h1WFR8(lowitse)gable endzene and C-C Exterior(2)zone,canldever left exposdd;C-C for merfbers and forces G h1WFR3 for reactions shown;Lurnbei,DOL--1 60 plate grip DOL=1.60 3)TCLL-ASCE 7-0.5;Pg=60.0 psf(ground snov4;Ps=46.2 psf(roof snow);CalegoryIlr Exp C;Partially Exp;01=1.1 4)Roof design snON bad has been reduced to account for slope. 5)Unbalanced snow loads have been considered forthis design E-signed by Kevin Freeman 11This truss has been designed for basic load combhallons,iMilchInclude cases tiMlhreductbnsformudlpleconcurrenuNeloads. 7�Allplates are MT20 plates unless otherwise indicareo- 8) See BEHI 6 DETAILS for plate platerrard. 10)'AdProvisions additiona rimrr6�onne to ectionsshhrevent allbepreral ovidedbyothrnerd rsfoed rfoorcesasIndicated porlagon. `�?PROFESS }IrAQ wE.4���r.� 11)ThlsiNss has been designed fora 10.0 psf bottom chord five bad'nonconcurrent Mh any other Ore loads tflEG(STEtiEO �?1 Tris truss has been designed for a Gus load o(20.Dpsf on the bottom chord hadareaswherea rectangle 3.6-0 Lail b/2 0-a VAdewfl fiitfibiween the bottom <<chordandanyothermembers;withBCDL=to.opS C> I0 'n I3 Provide mechanical connection(by others)of truss to bearing plate capable ofwlhstandhg 3251b uplift st)oTnl1 and 571 b upli t aildnI 7, v 14)Thistruss has been designed In accordance with the 2009 IBC Section 2303.4.6,2009 IRC Section 802.10.2. 4 15)In the LOAD CAGE(S)section,loadsappled to the face of the truss am noted as front(F)or back(By. KEVIN vy, R EMAN 16)This truss has been designed in accordance with the 20061130 Sec 2303.4.2,2006 IRC Sec 80210.2 17)This truss has been designed to meet the 2003180 Section 230810.7.1;2003 IRC R802.10.2 � i\ 18)Take precaution to keep the chorxlsln plane,any bending orhivistdlg ofthe hinge plate Host be repaired before the building Is put into service PEOStIS41 E 19)The fietdinsladed members are an integral part of the truss design Ralah a design professional to specify firral field connections and temporary suppods. M All Oeld-Msiaded mambeis raid be propeil/fastened prior to applying art/loading to the puss This deson anticlpatesthe M31 set position 't, A, }tib 2 Based on HN1685812 V } 21)Up dated lumber Thaprofession alengIneedngseal IndcatasIhat alicense dprofess]onalhasreviews dthedeg nunderthestandardsreferepcadwilUnIhisdacumant, 6/2612013 not necessardy the current state building code.The engineering sea]Is not an aprToval to use in a epeSific staie.The final dalernination on wtlelher a truss design is acceptable under the localiy adopted budding code rest with the building oftklel or designated appointee A WARNING -Verify des6n parameters and READ NOTES Unyersal Forest Products,Inc. 2801 EAST BELTUNE RD,NE PHONE(615)•364.6161 FAX(616)-365.0060 GRAND RAPIDS,MI49525 This building component has only been designed for the loads noted an this drawing. Construttion and filling forces have not been considered.The bolder Is responsible o for lifting methods and system design. BulderresponsiblGOes are defined under TPii This design Is based only upon parameters shown,and Is for an Individual building component 10 be Installed and loaded vertically.ApplicabiRy of daslgn paiameters and properincapora0on of component isresporMbiGt/of budding designer-not truss design or.Bracing shown Is for lateral support ohridiv[dual web members orgy.Additotnal temporary bracing to Insure stability during construction L Is the responsibility of the erector.Additional permanent bracing of the overall structure Ia the responsibility of the budding designer For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult SCSI 1-06 from the Wood Truss Council ofAmetica and Truss Plate Inslllule Recommendation evadable froraWTCA,6300 Enterprise W,Madison,WI 53719 J.lsuppoitllAileksuprAtempiateslufp Ipe@ copyright 2013 by:Universal Forest Products,Inc, UNIVERSAL FOREST PRODUCTS,INC. Job Truss eustpner MFG 68304 HM585820 SMP 212 The professional engineering seal indicates that a Ilcensed professional has reviewed the deslgn under the standards referenced within this document,not necessarily the current state building code.The engineering seal Is not an approval to use a design in a specific slate.The final determination on whether a truss design Is acceptable under the locally adopted building code rest with the building official or designated appointee. j1\tppllllfq,�1� A; 0 KEVN W, y}: like i�r;• �y,sr F MAcc N ' ler� 1i ��`•` •ui, ; q ltd �. � � •�+, ��. fru �� w, - 1 - to �� ,••�••�N5•�'�y1ti� �, p�p�vp;� ��� s10NAl.�� p 7��gg- '� at►llrtjli►���`+ S'ONAI. � g4fi�SSIO�a`. Corporate Engineering 2401 East Beldinc,NE Grand Rapids,IvtI 49525-9736 (616) 364-6161 Fax(616) 365,0060 11 )ixor1 r GENERAL NOTES: FOUNDATIONS: The Architect will not have control or charge of and will not be'raponsiblo for construction mean.% methods,techniques sequences and programs in connection with the work. Foundations shall comply with Now York State Residential Building Code Section R403. 1. The contractor shall give all noticea and comply with all taws,ordktaaaek rules,regulations and lawthd olden of any public authority bearing on the perfommwe of the work and shall promptly not*the • Foundation walls shall have 1-#4 rebar at the top of the wall and at the bottom Architect if the&swings ad spocific dont are at was=thptiMAty ' of the footing. 2. Owner and contractor shall lade u*lad hold humlesa the Architect and there agents and employees ' • All footings shall rest on undisturbed soil and shall be below the frost line of 36", firm all CWm%damages,losses ard tnrpertses Including but not limited to attorney fou arising out of or e Step footings shall noC have a slope exceeding 1 unit in 10 units horizontal(10%slope). resulting 6'001 the performance of the work provided that any such claim,damam loss or expense(1)is NGnimum compressive sone of concrete shall be 3,00 attnbutable to bodily igjwy,sickness disease or death or to' property • rues strength, Opsi for basement walls and 3,SOOpsI for (�than�soh � injury to or destruction of tangible ro garage floor slabs. itself) uding the loss ofuse resulting therefrom and(2)is caused in whole or in • Concrete shall be air entrained if exposed to the weather.(include garage slab) t partby my negligent act or omission of the contractor any subcontractor,anyone directly or indrecdy • Soil bearing capacity calculated for this design is 2,000psf and is for SW,SP,SM,SC,GM,GC f CmPloyed by arty of them or incl eWY employed by any of than or anyone for whose acts any of them soils if other types of soil aro encountered a soil test shall be performed J may be unable,regardless whether or not it is caused in put by a party indemnified hereunder. • Footings shall be 8'x16"or as noted on plans. I 3• All interior partitions to has on double floor joists • Walls shall be the following thickness for these heights:8R wall=8"thickness for GW.GP,SW,I 4• All codes and regulations of NY$Building Code shell govern over all construction and installation. SP soils;Sft wail=10"thickness for GM,GC,SM,NII.soils.9fL wall=10"thickness for GW, 5. All eonercO to be a min.3,000 psi at 28 days. GP,SW.SP,GM,GC,SM,ML soils. 6. )loot,-408 joists to be Douglas Fr,Fb-875 E-1.Sf • Concrete piers shall be the wall thickness by 2 times the wall thickness spaced max.14'-8"apart 7. All footings to bear on virgin soil pressure assumed beating capacity'of 2 tons. • Backfill shell not be placed against the wall till the wall has sufficient strength and has been S. All electric work shall conform to latest ran of the National Electric Code. • anchored to the floor above: • Wall damp proofing shall a bituminous coating,3 pounds per square yard of acrylic modified 9. All plumbing work shall Comply with NYS Building Code. cement 1/8"thick.Where basement it to enclose habitable or usable space in high water table or 10.Kitchen and bath 10 have exhaust fin as per NYS Building Code. other soil water condition it shall comply with R4062 of the building code. 11.Domestic hat water pipes and healing to be insulated. ' • Ventilation for abasement or crawl space shall be 1s£for each 150sf of floor area One such 12.Provide clock type day/dight thermostat, ventilation opening shall be within three feet of each comer of the building and as per R4082 of 13.Door and windows to be insulated glass, the building code. 14.eatnnce doors to conform to NYS Energy Code. 15.Provide smoke detacton as per Nl's Buihfing Code. 16.Provide(2)2"x12"haden over arty window and door openings unless otherwise noted. 17.All headers 6'or largo must have double support studs. 18.An lumber and plywood must be grade stamped, I 19.Openings for emergency egress shall Include doors or operable parts of windows located as to provide unobstructed egress to legal open spaces.Such openings shall riot Impede egress In an emergency,shall have a minimum area of S.7 sq.ft.with a minimum height dimension of 44"and a minimum width of 20"with bottom of opening no higher than 44•above finished floor. 20.Architect is not engaged for supervision in any capacity unless noted otherwise. 21.All glass within 18"of finished floor shall be safety glass. y EQUIREMENTS ' tom, STEPHEN ROSSETTI—ARCHITECT I� 28 TURTLE COVE DRIVE // `'�� ����''��e"r�`• ��` SOUTHAMPTON.NY � � URI __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _f _ _ - _ S _ _ _ Ir - f _ _ _ __ _ _ y"" - -t,, rYy1,- .rpt r,� :'? - -z :.75.. 'Cr art'::ai'; y. >'}m,y,',T i%� ?�' i.^'" - E" -Sw v -J'�r. i"Y ?'.y r7s `".s"` '�„.'F, - it7 rt ir"s?,`, �3�£,_t Ne' ,[rr- - ,4 `..�,K`, "'per. y ;,p = _ " tat, .=Ck* 9- u j,..,.=a've' S - - "F,Y•', _ d ? yr, .>' 'f -T jj- x`f `r + „ .ai' 1, r'4A - '','+,tt" - - ``d 3,i' r, �i �i;,,, t�,;,; �• :'x,t X,J,r ,S'' - 'i'r d 'F_. i - - ii` " Cr J,k, M t�'x y5 t; " 1,r 'f t;= v h'" et i'. `I `}x r![.'t.''' yr - ]'.1a' - frf - K44 9k`, Viz' - ,'{> .I,.f;'.,- Vis.. ''g"+« " "C"t T'"��i _ 5": .',,xy'� .may`,'°`'" P w'a: .1 Y`:y5 f f Orr - - , .Ia. ,war{ -y "n`�- n}'+, aeaz'i.xjrta1,��;x�t nr f,s+ y}rtd _ d _ r'r' JF'�+ Ppw" �r-!*rip'• .`»�'"`'7 _ - b'' 3 ,.eta 5 _ - r " ,5 - `S' - - ''L- - .S`, _ 4Yr, ri,l,* #. " - „•Y~� is _ J•' _T-; - _ - _ _ _ - _ ,ngr s.. < Y y,ff - =�i F ,.' t:" -iP' �` k+ - 1 s Y" '-+ ,i" i fie, r 'i" - P,' _ _ _ ^X 2' '•l, atr' s•f°Yn µ a 1,' - ,} " - �� f v' ,tfr' `i Pi ' S}r• _ - _ rye a M`"� - �'4,er, S.. 'r lrt. _ _ ^M - ,�`. ,,J a 4 4' - tk - ''YST - _ _ _ _ _ at+� _ _ _ j. +5 t _ �t , y m - =,N.1,r {''�' Wit'<" a : '.y- ,b r..' - S;t,'r :ur ��' '•,', a'a - - - , a. Y' r° ._ ! e.fiYi r-'Y " t' _ _ �: _ .q ..rt.; e';4 t} :« a'';r 3^ Y .+ i a „_ .t' ,,i,." ;,t": �.- �,. f}` ',', ,,,,w•T::.»».i i r a " St a-r k- - °t ,gid. J, .f z"' - ,d v <J.,,t " $5 =t - .`^'' - - .'a. _ La t� - 'i' - , f� d' , r 24.E. -. - " �t`� �'..'.�^'' 'i`r :LS`` d'» '4�' i4 et ^>E n' t =) „ -,a 't f, , atr' •'J , ,t fy .'{er r i�+,d "} _'I - . L,: Ep[ ,t" .t•� S x - -4 , ' _ _ t - - '-�' - _ - u:. ;r Y xh q M4•^^wK.+a^'T'^'_"'`+r+s.rW*a"^./"'�•'"'^•ti.:v,,.•t,a lrj - aw ry _ , - - wwJ n - _ _ . , "r"•-.Y+r�v`•rm-wxm.+rrvrtx+wm� ++^•£? 'n.T"^'ry"ma«�aRu?r'h.rr...,r+, wmwvM-ww•pr..,p,y.0 - - - at,Eiraw.-i„v,=war,+,+q.{t+,^+sa. _ _ t } , Y 3, �7 " J _ _ ,>, - - - ^k° s x )e , #e _ •ki - , i` s - - _ _ - - - s, _ 'k` , v - s' =f %a - - - - - _ _ x- - - - . _ _ - - i `;,. - , - &i> ' - _ i - _ - �t' _ , 7 3 P, - _ - , - r t ., - }Fa _ - " t' - ,,. _ - N Y, _ - - s, . :9' . ,. v _ -F- - - _ kt+ . `h r '.+. - , _ _ f .'E" - , - ,k., _ _ _ _ , - _ , , _- - 3 r" - , - .t _ y _ - - - - , , _ _ - - r " •y _ _ e' - , , - - , _ -.t _ _ , , - , - _ - ,- (I , d f z a 1, - , - , , - r , , , " ,. - - r `r:• - , .tir - ,- , _ ,. - t , i>" a' wI f r 1` �"' - - _ i. - - , , - - - - , - _ - _ "� r _ , - ij _ - - L, _ _ _ , , - ,. - :� r - - - _ - _ "i " , +k _ -- l - „ - - , .. - - r , - , - , ,. , .'Y' - - - , , , - , , M1 .. , " - _ # } f _ , ^'s'' `t - _ , , ., _ __ '1 t , s „ Su iY•Jrw W .:aWx.n rr s rt - iya�',s t>,�ps, , - , 3Fw .4' w.wsz`.A}L,>,+r♦Kwa�„n .pvr •Skt + d Me+ _ ' - < -_i^ Httt+'•++Y 6." VTt' s'hMe{'ipj,irsa A 4pRL'AAtit , f•i Lr fx' w+}, 'e 9sMve3+r.,wr Y if�.,.uF" s , �£, '•Ys` Mav ,.yew wvWw=sr'kea+M ax�r4? . rm'.c,+aµw `3 tu✓y ,.y{rr.sm%+ r vrT,r",' 4;,wd=xmn' ,+aMnX a'.'r,y}na , waft+.,'„''S'r'M'c _ _ - , -•}••A- �u,,.a> „T'e 'gsnsv+r+ rwe,rar,,.ewrv.m -” �`nne��-°,aaet,l`k?��} , r _ .<Ma• �'xiw✓.'t x"r5r,. Af++'1K+^-e-em„yrze,- ,r@ Pw$a•i.� *"�P�ra!•* a"-n••t�'�'esred.sr*.'r _ , - .4` - - , �f{ , , _ _ , d, _ _ - n - - , _ - f: " j I - -- , - r,-- - - aA, - i - a , _ _ r _ T - , ]- +Ir r - . �' - - + M r i' F _ _ .. Y . .,fir' •{� - , -. _ . - - ., - _ C - - -, v r + - - -_ _ }'- _ - - _ - _ - _ , - - , _ - t4- _ ,_ ,. ., �, ` 'f'' v , - f ) i' _ __ �� _ _ r - , , , , , , - - r - .- _ra - - r fs_ „' , •;_,: i -1 4 - -. r - - - - '#'' - �a _ _ - - _ _ _ , _ „ - - q - r xr =`ti: d` - - - _ - { r, - + `FJ ,t ., - _ ' • - - " - - - - _ , e - l _ < - - i , sy S E+ '>r , _ , - , - , } _ _ _ - - , - a _ - -p4 - _ , r , - , _ f' , i,�F Y' }fi , i , { ' "•4. r( - _ _ _ , , - _ r 1 , _ - - `f" ,r. _ F, i , #' ` , - - - - r - - _ - < -- - [' fi G•o-` - - - , _ "1 _ - , ., ' - kr f ., _ R _ _ - }{j - " * 4' j , j _ •t 3 r - , - , ti rF• - , ,. ] , t „ , _ , - •-• ' - _ , - ' - _ _ .- , r, „ ., - M .max` .. , , _ ), e i _ , ,5 a , ., { - _ „ „ - I " r - - ' , - - , - , - 'r _ _ _ J_ , � , _ 1 2 , t _ e _ < "- - _ _ F, '" , - • , , , _ , - - , ' F - r - - _ , a ' , - _ r" , , , - > , ' , '_ , _ , , _ - Y r Y _ ' - ,Y, - - ,_ r _ .. , a _ ' , , , , ", ' ' „ , a , ,< , , . „ _ - , - u n r, .. ^c=.,-..r..« - - . , - , .. r r _ t _ { , - , , , r - - - • .t , r .,. , - , .. - ' } - ` , -„ ' ` r , , ^i",^t Kn,+.a++*+rn+4+.vmwwu,4>+r+• - _ , , , , , , 7 " - , , - � , , « „ , „ y' , ` - , - „ j , - - - , --" - " 1 _ _ -- - _ _ , ` _ , , _ _ 3` !~ x 4 '1 - , r ir, _ - - - - - ''' _ _ .,�. .M xr 4' f - �w'Re 4 ^"r,n , *o-+n,�•av,...,+-rvn, .rOF'*„�Wrn,.x,s4nv.ruProa^' - _ "T'. 'ra+-«>> r...r,>+o-cm�r,...w+wa,,..w.,,•- rn„V,w,I., w p ] w'. .M,�..,,.., _ �' r,w,r'Y" - - r { cT•rwrw,v,n'iWWar1hF X� �•�•� a•WrbrrYYw,eM*4m d ,a„'t+F X -w'v,r�',rsre.,wyt,'2, }.y.a.. 'ro4M^• +fir A?4r t .vs?ye 'V' „�w J'��t F °t^""N _ g+. ;! _ i. _ _ �` 1 r p "rt 4- - � '^ - . t' t, - - ie 1 ;, }; / k yV {(}' ,� _ � _ - - , r� - _- ¢¢ J , , t 4 tt , F ,fi �"g C., , " �- t`�.. '.rte... } r r'Xt, _ - (�`�S'`'� P FPO x4e t•* !{ �+ { t 1 „ FI 3 r , _y V u f -, - a Y C ,Ss'^g r"«,nw,.,.-`ry ..r i '••^.,+.+r..y+,.,w.^.c�.,a ar'_+n.. , �✓'r`y� , / d _ - - - _ - �".�""v.+7 �7-v"7nwr,,..,.a',++a'..,,...-"v:11 r ...,J..;,.q.,...;'t•'�`• `X"�,,..,.a .q'" 1,• _ _ -, _ - _ _ rwswr•<ergrx+p i•-,..wn.-.wfib,.r�ar,a>p.'.a+„r' +rwt•••'^u* <kr�y'<J ,. - - - ,w -wn«w•.v+.,w.ss*+.'qvs..'v'«rW,n.r=•,.v.a,o..su.+w«w,`..wa+.. ++N,...mw,v. , .'r+"u'*"'"YE._ . , 'w,>}r,+r'i«w:ne , r _ �J� ''b: ' .+«.m«.•'••'•-a,-^-*.t•-.-..^-^.:.-.,•-.,.-,:w,:.,,.Wu...«.:•,,.++--.r, ..%.r,w,r.~.•^ro+n«m rr>•.-"u'rw._'..'a,mu,+.,•••'"*r;•t'-+, _ _ -r ' 1 ,{ q 'C 3^" _ {g, _ t' _ _ \' S- - - , �, p { - . , e _ - J r , - - - - , - , 'f'4 h `k` - , _ , `r* :y �'4'r - - . _ _ ', x - -. _ „ ` ;f.. - - <' _ - - ^_ - > r - , - - .. , ,a - _ < _ gip' , t V .++$9 3 q�, _ _ , - - - < _ , , r - _ ,,fir , „ , - „ _ - > t , s ' - r ,- _'' f , „ ,r� rY �' " ,r _ ,� - t• - ,a - - ,� t. , - { _ fi ' , _ _ d'0 _ , - r - - - , - - , e .. - _ - i , "Mr 'q . _ > e.-......n.. -r ..w+ T ' _ - r < _ »+.,w ..". ,.,. w.wf,...,+rws.._.w.,'4",r+-•..".Y..-w,.r.w.r r - `..n` , r r - ° _ , - - _ + + -t f } P { x+ y t _ - _ , - ' _ r - _ ' - , , v _ _ _ ( 8 a _ ,.,exe" fJ/r(f ° , r 't p .2- _ _ - , - .r+ . , ,'",w>.' ✓, s f . , _ > ".. ., „ -.., - L7"'LL. ,.,f.rar,-,»•=;s-t•.a,.%:,;.,,.,..v..r;.>.rv'....a.» - - - I 'p,, - ^{...r.'y...yqy....,.....-r'_-^•`-c++m^,.,.,.r,....,....-..,m sxr--+¢e. •,.^„r, .w,..«-v7-,r`n,M,,vmrr.wr, - , .• _ _ _ : Md- 1 „ R!_ t, a '+>«-t,,s lx f §S, y " -. N'. , _ _ . - , rA _ . _ , _ C �` _ m ,. f -J _ _ __ _' '" ,_ _ ,- - , _ , _ - - , _ , ' -+«,-nr.,...«rn:,w:"....e«•^�.•tdM,a.riv r.n.r "....,.-.. JS' , , - - , - . , f _` I + _ , "` _ - , v ,. , r _ , _ , _ _ . f , , ` .'or"'^"`,,`»w»,w-,,.y,...wwrww,-,r-wt.., N"f^''1 . r , r"� r''M , _ - _ - ir c _ 'F , , 1 Jt d ., f}� f R `\�j,rP _ r , _ !r+s, i /( _ , x , t , z -� "'W r _ fff/p - - - , , , - , ` - . , , ,' - - _ •^^,r••%.•..^,^,.e^+,.,,-�,.r-:,.rw.,..".,:,+«e +.,---:^*,n'.'7'ry'a'-*'",7,.-'-" -" .,„K"P.,.r....y�w�.m_..;,v,rsri:_ -,. r' , - - - - , - ,. r , - _ , , - - , , . - , ,. ' .. . r rw _ mss+-fv:.-A+-ry,r-,«v-,.+ �,+1,'_ -_-, . ..>, ... » , ,a '',' e. �, : , ,a+' , { - , `.£. J 7 % x e a `� rs* f. F M.. yp y-4. , , _ - r _ _ - swwsw�aM-.rvw Y .`k�we .,�.wts' , f R , y,Ta „iii _ S[ "J. r+'_ ',Cn - - " 1'S . , �fl f” , F' I Q J R+"i3'"�µ, jcf�nj�'� ,. , - . - , ..,C -k' , - »w, 4t J w y z '`t t� .,p t'"'i4"'7 ^y., -n re'� x- rrF '�t'., ,,fix=,-''-' 'a b e r: ` rz x - _d' x^ ,' r,, x �' " f>`= ;7 - e t iy -f, -t" , s''� _ < . _ .. , ., _ ..._.«,..,__.,,.s._,.-,., N_.,..._-....� .. ,.... ... -, _ _ - _ ,� _._,._.,... _ " _f_.,r,.__....ws_«�., x.,,,..._._. �.,., rax.:«r.,,._.a.�.:i._ ,..._.._mss............... ._..._...... «...�..r_..... _.s . _,,.r..._.�f.� - s... ,`G.?.d. ,.. .... -.;d`_,"_...:= ....."_�....___ ,. ,..F i ''3" ,._.s_,_�"_� .r- ,.�.,__ _ _ 'S.n.:f:d ., _ . _r _ - 1.,.. ""`--_,,.__""'"v,�...-.,...a.,_.ssw.4.t.:,...att....M1.6 n..,....,.a.....�x.__��h''.._..�..:.`Iu _�.`�.�.s..r.an...,..sa,..,.,..._.. ,..�...>....:�•,, , s5s.✓"=,v. i.-..W,,..r. ............-_..-r..,t.,.._..... . ..- .. ..--,e.�. .,,..+o,.... _.>, ..,.r ._.._..".. _ ^t>-�,.<'.aL"..,„1..ue.. ...._v .,,..,.-.a ". "_ri-..,` w „ -�-, ,a ,-_.,. , `.1.'y}v,.....r,'':!_,:-,.,.,.-..L: .... -. .---.> Hofdiiwns&Tenslop-Ties 02f .! 111 I Y 11 0 I h:. This product is preferable to similar connectors because of s • a)easier installation,b)higher loads,c)lower installed cost, or a combination of these features. A' 'b�' • The STHD is an embedded strap-tie holdown offering high load capacity C and a staggered nail pattern to help minimize splitting.The STHD incorporates many It, features that aid correct installation and improve performance.When installed on Nails are countersunk for the forms with the StrapMate®strap holder the unique design of the STHD delivers a low-profile strap surface. y enhanced stability before and during the pour to help prevent both parallel and L perpendicular movement(relative to the form) This results In accurate positioningco of the strap and reduced possibility of spalling. y FEATURES •The nailing pattern allows for nailing to the edges of double 2x's I o •Strap nail slats are countersunk to provide a lower nail head profile , Na •The slots below the embedment line enable increased front-to-back led �,�„ Po led concrete bond and help to reduce spalling •Rim joist models accommodate up to a 17"clear span without any ! Embedment loss of strap nailing i Line 0 of MATERIAL LSTHD8, LSTHD8RJ-14 gauge,all others-12 gauge i� Concrete) FINISH:Galvanized Vim INSTALLATION •Use all specified fasteners.See General Notes on page 45. I (, cfeaisp ' •Use table below for both standard concrete and post-tension slab installations •Install before concrete pour with a StrapMate,or other holding device. •Nail strap from the bottom up. Install strap plumb. LSTHD8 varies from 4"to 41/2" •Strap may be bent one full cycle(bent horizontal 90°then bent vertical)to STHDiO,STHD14 vanes aid wall placement,but may cause spalling behind the strap.If the spall is from 43/4"to 5v4" 111/1 min 1"or less,measured from the embedment line to the bottom of the spall, k vomer full loads apply.1"to 4"spalls for LSTHD8 achieve 0 9 times table loads. i STHD STHD10 and STHD14 achieve full load for spalls less than 4" Any portion U S.Patent Typical STHD14RJ of the strap left exposed should be protected against corrosion 5,813,182 Rim Joist Application •Other than where noted in the two-pour detail,do not install where: (a)a horizontal cold joint exists within the embedment depth between the slab and foundation wall or footing beneath,unless provisions are made to transfer For Two-Pour Installation for Downturn Footings the load,or the slab is designed to resist the load Imposed by the anchor,or •For STHD10 installed through a 4"thick slab,use the equivalent (b)slabs are poured over concrete block foundation walls. 8"stemwall loads of the LSTHD8 •Additional studs attached to the shearwall studs or post may be required •For STHD14 installed through a 4"thick slab,use the equivalent by the Designer for wall sheathing nailing. ( 8"stemwall loads of the STHD10. •Wood shrinkage after strap Installation across horizontal members may cause ; •For STHD14 installed through a 6"thick slab,use the equivalent strap to buckle outward. i 8"stemwall loads of the LSTHD8. CODES:See page 12 for Code Reference Key Chart. Tension Loads for STHD Installations WIND AND SDC A&B—ALLOWABLE TENSION LOADS FOR DF/SP/SPF/HF(160) N Min. Model No. Strap Length(L) Stem le Required 'Nan-Cracked Cracked Code w Wall Standard Rim Joist Standard, Rim Joist (in.) Nails Ref. z in (m.)'' (in.) Midwall 'Corner Endwall Midwall Corner 'Endwall cc LSTH08 LSTHD8RJ 185/8 321/a 8 20-16d Sinkers 3115 2700 1690 2675 2320 1455 Z 6 STHD10 STHD10RJ 245/a 381/8 10 24-16d Sinkers 3820 3820 2050 3140 3140 1705 z STHD14 STHD14RJ 261/ 395/ 14 30-16d Sinkers 5150 5150 3200 5150 5150 3200 125 LSTHD8 LSTHD8RJ 185/8 321/8 8 20-16d Sinkers 3115 2700 2230- 2675 2320 -1915 F33 81 STHD10 STHDIORJ 245/8 38'/8 10 28-16d Sinkers 4755 4120 3145 4195 3500 2585 IT STHD14 STHD14RJ 261/ 39% 14 30-16d Sinkers 5345 5345 4210 5345 5345 4210 o SDC C-F—ALLOWABLE TENSION LOADS FOR DF/SP/SPF/HF(160) Min. Madel No. r Strap Length(L) Stem le Required Non-Cracked Cracked Code 0 Wall Standard Rim Joist Standard Rim Joist (in.) Nails Ref. in (in.) (in.) Midwall Corner Endwall Midwall Corner Endwall LSTHD8 LSTHD8RJ 185/a 321/a 8 16-16d Sinkers 2270 2090 1220 2250 1950 1220 N 6 STHD10 STHD10RJ 245/a 381/8 10 18-16d Sinkers 2750 2750 1615 2640 2640 1435 STHD14 STHD14RJ 261/8 39% 14 22-16d Sinkers 3695 3695 2685 3695 3695 2685 125. N LSTHD8 -LSTHD8RJ 185/8 321/a 8 16-16dSin kers 2615 2125' 1635 2250' 1950 1610 F33 8 STHD10 STHD10RJ 24% 381/ , '10 20-16d Sinkers 3400 2940 2295 3400 2940 2175 STHD14 STHDI411J 26'/e 395/a 14 24-16d Sinkers 1 3815-- 1 3815 3500- 1 3815 3815 3500 1.Allowable loads are for wind or seismic loading Nail quantities reflect an are as follows.Installed on framing.LSTHD8=0 089",STHD10=0 117"and STHD14=0.118" increase for duration of load with no further increase allowed Reduce Installed over IA'maximum structural sheathing-LSTHD8=0114",STHD10=0146"and where other loads govern. STHD14=0.164". 2 Concrete shall have a minimum concrete strength,f'c of 2500 psi. 6.Multiply Seismic and Wind ASD load values by 1 4 or 1.6 respectively to obtain LRFD capacities 3.1 Od common(3"long x 0.148")or 10dx21/2"(21/2"long x 0148")nails 7 Per 2009 and 2012 IBC Section 1613.1,detached one-and two-family dwellings in Seismic Design may be used as a direct replacement for the required nails shown in the Category(SDC)C may use"Wind and SDC A&B"allowable loads. table with no load reduction when installed directly over framing or 8 Minimum center-to-center spacing is 3 times the required embedment(Smm=3xle)for STHD's over 1/2'max structural sheathing acting in tension simultaneously Midwall install is based on 1.5xle end distance 4.Use the specified number of nails listed in table or as specified In many 9 See T-SCLCOLUMN for installation on structural composite lumber posts or columns cases,not all nail holes will be filled.Nail strap from the bottom up. 10.For brick ledge applications,use full loads shown for STHD14 installed in 8"stemwall 5.Deflection at highest allowable loads for install over wood double studs 11 NAILS:16d sinker=0.148"dia.x 31/°long.See pages 22-23 for other nail sizes and information 51 Holdowns&.Tensinn:Ties I 1 1 � n'i �.rl, - `1 '• o.o `� 00 00 o'o ° o ° O "�•a a, to a.o a r V ET Min rebar ,'�,� .;. ••• i''� �•'" ¢''• Min.rebar length is ry F_;-� ;:., length is 2 x le 2xle 2 x le .r 1/2'Min 2 x le min or 24 2 x IeM'n rebar length 1/i'Mm.end distance end distance Typical STHD14 Typical STHB14 Typical STHD14 Corner Installation Mid Wall Installation End Wall Installation Strap may be bent one full cycle which includes bending "p" the strap straight Strap style Strap sttn and aiding for wall sc holdown holdoplacement For brick ledge,bend straight to be vertical to Y, SlabCold joint inside face of wall. thicknes Brick Brick �3"to 5" Ledge .• Ledge ALL • d #4 Rebar a d le le Effe3"to 5" , > .` #4 Rebar One#4 rebar. May be STHD14-RJ a STHD14 foundation One#4 rebar i e e G bend straight rebar or May be 1=a install 4"from post-tension foundation , . inside face of r Concrete-► tendon Concrete rebar o o concrete wall, foundation foundation by others by others post tensiontyp. tendon Single Pour Rebar Installation Two Pour Installation 8' Min. 8"Min z *Maintain minimum rebar cover,per for Downturn Footings Brick Ledge Installation Brick Ledge Installation z ACI-318 concrete code requirements. with Step without Step 0 U Spall Reduction System - sir uctural Max for STHD Holdown a '} sheathing FEATURES • Built-in tab. ®°. Shearwall • StrapMate®locator line ¢h SMy diaphragm f STHD •Additional diamond hole in RJ versions. " . U.S.Patent o BENEFITS T= �, 6,796,099 2 nails and Install strap N Built-in Tab: nails starting anchor bolts from the bottom •Reduces spalling and costly retrofits I y as per code •No additional labor to install. Q °Holds STHD away from form board. Sill plate bolt StrapMate Locator Line: r- Required rebar and •Easy inspection to ensure proper location �. ° 13 .�. sill plate anchorage •Allows adjustment without removing STHD , o r> not shown for Additional Diamond Hole: a ° clarity(typ.) •a'v •One more fastener to help prevent the STHD RJ models from bowing out at the rim joist section. o - STHD Over • a• "'^° Shearwall Diaphragm 52 ---- ----- ---- ------------ —--------- Solid Sawn Joist Hangers LUCZ concealed flange hanger available for 2x6, 2x8,2x10 and 2x12 lumber.Ideal for end of ledger/headeror post conditions,the LUCZ also provides cleaner lines l for exposed conditions such as overhead decks. See Hanger tables on pages 76-83.See Hanger o Options on pages 233-243 for hanger modifications, �'0 which may result in reduced loads LU—Value engineered for strength and economy Precision formed—engineered for installation ease ° •` ° and design value. o 0 U—The standard U hanger provides flexibility of . • ° ,�, joist to header installation.Versatile fastener selection with tested allowable loads i I,�rf S �U24 HU/HUC—Most models have triangle and round holes. °ruZyj /,to To achieve maximum loads,fill both round and triangle LUC210Z U210 HUC412 LU28 Z holes with common nails These heavy-duty connectors I (LUC26Z Similar) Concealed (except are designed for schools and other structures requiring i Flanges LU Roughs) S additional strength,longevity and safety factors MATERIAL:See tables on pages 76-83. i 11p ca FINISH-Galvanized.Some products available in ° $ ZMAX®coating INSTALLATION, I °' •Use all specified fasteners See General Notes. i HU Min.Nailing— •HU/HUC—Can be installed filling round holes Fill round holes only,orfilling round and triangle holes for ° HU214 HU Max Nailing— 'o; ° maximum values. ° N Projection seat Fill round and a i on most models ° triangle holes ° •Joists sloped up to'/4:12 achieve table loads. for maximum a •For Installations to masonry or concrete bearing and ° see page 173. section economy. ° •HU/HUC hangers can be welded to a steel member. Allowable loads are the lesser of the values in the Hanger tables on pages 76-83 or the weld capacity—refer to technical bulletin T-HUHUC-W. HU68 OPTIONS:•HU is available with one flange concealed when the W dimension is less than 25/16"at 100% ;n,_•_ - of the table load.Order HUC_X hanger. •Sloped,Skewed and Sloped/Skewed - For low-cost,code-listed 45°skews,seeModel configurations SUR/SUL and HSUR/HSUL.See also LSU/LSSU 'W, °:.:o, may differ from those connectors shown.Some HU - U/HU may be skewed to a maximum of 45 and '- ' U models do not have Q sloped to a maximum of 45°.Hangers 5'/2"or :1 F triangle holes. o less In width may be skewed to 671/2.Hangers _ Contact Simpson z skewed 51°-671/2 require a square cut - Strong-Tie. - For all options,uplift loads are 0.75 of table z loads - For skewed hangers 39/16'and less in width, Typical LUCZ Installation the allowable download is 100%of the table load.For skewed hangers over 39/16"in width the allowable download is 80%of the table load. z o For slope only,the allowable download is 100% I of the table load. I z - For combined slopes and skews,the maximum allowable download Is 0.80 of the table load. a: For sloped and skewed hangers,the flange on the •acute side flange can be concealed at 0.80 of the table load Contact Simpson Strong-Tie for skew limitations. •See Hanger Options on pages 233-243 for additional § ° o e`4 N information. i •HU only—Rough beam sizes available by special order. •See page 83 for stocked U hanger rough sizes tables i Typical HU Installation Typical LU28 Installation •Also see LUS and HUS series. x 74 1 zf Shcid sawn Joist Afters - • _"WA I G`�FER6� This product is preferable to similar connectors because of 1°for sans ° a)easier installation,b)higher loads,c)lower installed cost, 1/,s"for 3x's and 4X's or a combination of these features. ° r�I o• , e See Hanger tables on pages 77-82 See Hanger Options on pages 233-243 for hanger modifications,which may ° ° m_ o result in reduced loads H All hangers in this series have double shear nailing.This innovation 0 4 distributes the load through two points on each joist nail for greater strength.It also allows the use of fewer nails,faster installation,andi C b the use of standard nails for all connections (Do not bend or m 0 ' ° °0;1 c remove tabs.) m MATERIAL See tables,pages 77-82. . � d i FINISH.Galvanized Some products available in stainless steel or HU 210 2^ o, ZMAX®coating;see Corrosion Information,pages 13-15. 4� w B HUS26,HUS28, �'���4, INSTALLATION •Use all specified fasteners.See General Notes. and HHUS similar) US412 i0`4X's •Nails must be driven at an angle through the joist or truss I LUS28 into the header to achieve the table loads25A- •Not designed for welded or nailer applications ° I•~I •16d sinkers(0.148"dia x 3'/a°long)may be used where 6.I 6 m 10d commons are specified with no reduction in load. Where 16d commons are specified,10d commons or °,' G `9 16d sinkers(0.148"dia.x 31/4"long)may be used at 0 85 i ,•° °° °° 6 ° y of the table load. •With 3x carrying members,use 16dx2'/2"nails into the header and 16d commons into the joist with no 6' �. •o -0° load reduction. ° 0 ° •With 2x carrying members,use 10dx11/2°nails into the ®� ° header and 10d commons into the joist,reduce the load i . HGUS46 to 0.64 of the table value. i •Use stainless-steel(SS)nails with stainless-steel HGUS3.25/12 (SS)hangers. ;. OPTIONS.•LUS hangers cannot be modified. •HUS hangers available with the header flanges turned in i HUSC Concealed Flanges - for 2-2x(3Ya")and 4x only,with no load reduction (not available for HHUS, See the HUSC Concealed Flange illustration HGUS and HUS2x) ' Double- Double-Shear ' Dome Double-Shear ; Nailing Nailing Side View I Shear iSide View (available on Nailing i Do not some models) Typical LUS28 Installation Top View °aaTM bend tab �_ use 0.148x3"(10d common) ( U.S Patent 5,603,580 I or 0.148x31/4"(16d sinker)nail N ° Z a These products are available with additional corrosion protection.Additional products on These products are approved for Installation with the Strong-Drive® z this page may also be available with this option,check with Simpson Strong-Tie for details SD Connector screw See page 27 for more information } z a Dimensions(in.) Fasteners DF/SP Allowable Loads Installed Joist Min/ Code o Size Model No. �aa Max Uplift Floor ,Snow Roof Cost Index Ret. W H B Header Joist (160) (100) (115) (125)• (ICI) w SAWN LUMBER SIZES a LU24 20 1%6 3'/a 11/z — 4-i6d 2-10dx1'/z' 265 555 ' 635 685 Lowest — 17,127,F6,L5,L17 2X4 LUS24 18 1/i6 31/6 1% 4-10d 2-1Od- 490 670 765 825 +3% 0 U24, 16 19/s 3'/a' 11/z — '4-16d 2-1Odx11/2 265 575 '655" 705 +67% 17,F6,L17 ® HU26 14 19/16 31/16 21/4 — 4-16d 2-1Odx11/2 335 595 670 720 +295% DBL LUS24-2 18 3'/a 31/6 2 — 4-16d 2-16d 440 800 910 985 Lowest 17,127,F6,L5,L17 N 2X4 U24-2 16 3% 3 2 4-16d 2-1Od 370 575 655 705 +33% HU24-2/HUC24-2 14 31A3'As 21/2 — 4-16d 2-1Od 380 380 595 720 +240% 17,F6,L17 N LUS26 18 19/16. 4'/a 1% — 4-10d -4-1Od 1165 865 990 1070 Lowest I7,127,F6,L5,L17 LU26 2011%% '43/ 11/2 — 6-16d 4-10dx1Y2 565 835 950 1030 _ , +6% 2x6U26 16 19/16 43/4 2 — 6-16d 4-10dx1lh, 585 - 865 980 1055 +43% LUC26Z 18 1%6 43/4 13/4 — 6-16d 4-1 Odx11/2 730• 845 1 965 1040 +160% 17,F6,L17 HU26 141 i9/1s 31/16 21/4 — 4-16d 2-1Odx11/2 335 335 595 720 +179% HUS26 16 11/a 53/8 3 — 14-16d 6-1 ft ' 1550` 2720 3095 3335 +276% 17,127,F6,L5,L17 LUS26-2 18 31/8 47/8 2 — 4-16d 4-16d 1165 1030 1180 1280 Lowest U26-2 16 31/e 542 — 8-16d 4-1Od 740 1150 1305 1410 +65%DBL HUS26-2/HUSC26-2 14 3% 5'/16 4-i6d 4-16d 1235 1065 1210 1305 +172% 17,F6,L17 2X6HU26 2/HUC26 214 31/8 5% 8-i6d 4-1 Od 760 1190 1345 1445 +233% 17127F6L5117 14 31/8 5% 12-16d 16 10d 1135 1785 2015 2165 +254% 17,F6,L17 76 See footnotes on page 79 CODES:See page xx for Code Reference Key Chart Solid Sawn Joist Hangers, fp,✓M i ID These products are available with additional corrosion protection Additional products on P7 These products are approved for installation with the Strong-Drive® this page may also be available with this option,check with Simpson Strong-Tie for details SD Connector screw See page 27 for more information. Joist Dimensions(in.) I Min/ Fasteners ,DF/SPAllowable Loads Installed Code N Cost Index Size _ Madel No. - Ga W H B _ Max Header Joist - Uplift Floor Snow Roof Ref. (160) (100) (115) (125) (ICI} SAWN LUMBER SIZES LUS26-3' 18 45/a 4'/a 2 4-16d 4-16d 1165 1030 1180 1280 TPL,, U26-3 16 4% 4'/a 2 ! 8-16d 4-10d' 740 1150 1305 1410 160 2x6' 14 411A6 51/2 21/2 Min' 8-16d 4-10d 760 1190 1345 1445 * HU26 3/HUC26-3 14 411/16 51/2 2% Max 12-16d 6-10d 1135 1785 2015 2165 LUS26 18 19/,6 43/4 1'/4 - 4-1Od 4-10d 1165 865 990 1070 Lowest LU26 20 19/16 43/4 11/2 - 6-16d 4-10dx11/2 565 835 950 1030 +6% 17,127,F6,L5,L17 LUS28 18 19/6 65/a 13/ - 6-1Od 4-10d 1165 1100 1255 1360 +23% LU28 20 19/1a 65/a 1'/2 - 8-16d 6-10dx1'/2 850 1110 1270 1335 +39% p 2x8 U26 161 1'/16 43/4 2 - 6-16d 4-10dx1'/2 585 865 980 1055 +43% LUC26Z 18 11/16 43/4 13/ - 6-16d 4-10dx11/2 730 845 965 1040 +160% 17,F6,L17 C y HU28 14 1'/16 5'/4 2'/4 - 6-16d 4-10dx11/2 610 895 1005 1085 1 +251' HUS26 16 15/e 53/a 3 - 14-16d 6-16d 1550 2720 3095 3335 +276% HUS28 16 i5/a 7 3 - 22-16d 8-16d 2000 3965 4120 4220 +409% 17,127,F6,L5,L17 O LUS26-2 18 31/8 47/a 2 - 4-16d 4-16d 1165 1030 1180 1280 Lowest E LUS28-2 18 3'/a 7 2 - 6-16d '446d 1165 1315 1500 1625 +8% y. DBL'' U26-2' 16 3'/e i 5 2 - 8-16d 4-10d 740 1150 1 1305 1410 +65% 2x8 HUS28-2/HUSC28-2 14 31/6 '73/6 2 = 6-16d 3-1 6d 1550 1595 1815 1960 +188% 17,F6,L17 ro HU28 2/HUC28-2 - 14 31A 7 ' 21/2' Min 10-16d' 4-1Od 760 1490 1680 1805 +397% y 14 3'/a 7 2'h 1 Min 14-16d ' 6-10d 1135 2085 2350 2530 +418% LUS28-3 18 45/a 6111 2 - 6-16d 4-16d 1165 1315 1500 1625 ` TPL U26-3 16 45/a 41/4 2 - 8-16d 4-10d 740 1150 1305 1410 2X8 14 4'1/16 51/2 21/2 Min 8-16d 4-10d 760 1190 1345 1445 ® HU26-3/HUC26-3 144"/16 51/2 21/2 Max 12-16d 6-10d 1135 1785 2015 2165 * 160 QUAD 14 14 6'/a 65/a Min 10-16d 4-16d 900 1490 1680 1805 2X8 HU28 4/HUC28 4 141 14 6'/a 6% Max 14-16d 5-16d 1345 2085 2350 2530 LUS28 18 11/16 6% 13/4 - 6-1Od 4-10d 1165 1100 1255 1360 Lowest LU28 20 1'/16 6% 11/2 - 8-16d 6-10dx11/2 850 1110 1270 1335 +13% 17,127,F6,L5,L17 LUS210 18 1'/16 713/16 13/ - 8-10d 4-10d 1165 1340 1525 1650 +15% 2x10 LU210 20 11/6 713/16 1'/2 - 10-16d 6-10dx11/2 850 1390 1585 1715 +28% U210 16 11/6 713/6 2 - 10-1 6d 6-10dx11/2 1110 1440 1635 1685 1 +76% LUC21 OZ 18 16/16 73/ 13/4 - 10-16d 6-10dx11/2 1100 1410 1605 1735 1 +180% 17,F6,L17 HU210 14 11/16 7% 21/4 - 8-16d 4-10dx11/ 610 1190 1345 1445 +225% HUS210 161 1% 9 3 1 - 30-16d 10-16d 3000 4255 4445 4575 +450% LUS28-2 181 3'/6 -7 1 2 - I 6-16d 4-16d 1165 1315 1500 1625 Lowest 17,127,F6,L5,L17 LUS210-2 18 3'/e -9 2 - 8-16d 6-16d 1745 1830 2090 2265 +34% U210-2 1 16 31/6 81/2 2 - 14-16d' 6-10d' 1110 2015 1 2285 2465 +88% 17,F6,L17 DBL HUS210-2/HUSC210-2 14 31/1 93/16 -2 - 8-16d 8-16d 3295 2125 2420 2615 +217% 17,F23,L17 2X10 14 31/a 813/6 21/2 Min 14-16d' 6-10d 1135 2085 2350 2530 1 +441% HU210 2/HUC210 2 17,F6,L17 o 14 3'/e 813/16 2'/2 Max 18-16d 10-10d 1895 2680 3020 3250 +467% z HUCQ210 2 SDS 14 2';4 /4 6 9 3 - 12-' "x2'"i'SDS 6-1/"x21l"SDS 2510 4680 .4955 4955 F23 a HHUS210-2 141 35/6 95/az 3 - 30-1 6d 10-16d 4000 5635 6380 6880 F23 z LUS28-3 181 45/a 61/4 2 - 6-16d 4-16d 1165 1315 1500 1625 * 160 'z LUS210-3 18 45/e 83/6 2 - 8-16d 6-16d 1745 1 1830 2090 2265 *� U210-3 16 45/a 73/4 2 - 14-16d 6-1Od 1110 1 2015 2285 2465 ED oTPL 14 411/6 81/6 21/2 Min 14-16d 6-1Od 1135 2085 2350 2530 * 17,F6,L17 w 2X10 HU210 3/HUC210 3 14 4"A6 016 2'/2 Max 18-16d 10-1Od 1895 2680 3020 3250 c~a HHUS210-3 14 4"/16 87/6 3 1 - 30-1 6d 10-16d 4000 5635 6380 6880 HGUS210-3 12 475/16 91/6 4 - 46-16d 16-16d 4095 9100 9100 9100 * 17,F23 HUCQ210-3-SDS 14 4% 9 3 - 8-'/"x2'/"SDS 4-1/"x2'/2"SDS 2510 4680 4955 4955 F23 o 141 6'/a 8'/a 21/2 Min 14-16d 6-16d 1345 2085 2350 2530 * - a QUAD HU210 41HUC210 4 14 61/a 83/a'' 21/2 Max ,'° 18-16d',, 8-16d 1795 ' 2680 3020 3250 160 2x10 HHUS210 4 14 6'/a 8% 3 - 30-16d 10-16d 4000 5635 6380 6880 1`23,160,' N HGUS210-4 12 69/16 91/a 4 - 46164 16164 4095 9100 1 9100 9100 o L_US 210 18 16/16 713/16 13/4 - 8-1 Od 4-10d 1165 1340 1525 1650 Lowest 17,127,F6,L5,L17 LU210 20 1'/16 713/16 1'/2 - 10-16d 6-10dx1112 850 1390 1585 1715 +11% `N, 2x12 U210 16 1'/16 713/16 2 - 10-16d 6-10dx11/2 1110 1440 1635 1685 +53% 17,F6,L17 LUC210Z 18 1'/16 73/4 13/4 - 10-16d 6-10dx11/2 1100 1410 1605 1735 +180% 17,127,F6,L5,L17 HU212 141 19/16 9 21/4 1 - 10-16d 6-10dx11/2 1135 1490 1680 1805 +347% 17,F6,L17 o- HUS210 16 15/a 9 3 - 30-1 6d 10-16d 3000 4255 4445 4575 +378% ® LUS210-2 18 31/8 9 2 - 8-16d 6-16d 1745 1830 2090 2265 Lowest 17,127,F6,L5,L17 U210-2 16 31/8 ,81/2 2 - 14-16d 6-10d 1110 2015 2285 2465 +40% LUS214-2 18 31/6 1015116 2 10-16d 6-16d 1745 2110 2410 2610 +56% DBL HUS210-2 14 We 93/16 2 - 8-16d , 8-16d 3295 2125 2420 2615 1117,F6,L17 2x12 HUS212-2/HUS0212-214 31/6 103/4 2 - 10-16d 10-16d 3635 2660 3025 3265 HU212-2/HUC212-2 141 31/s 109/16 21/2' Mtn 16-16d 6-10d 1135 2380 2685 2890 14 F 31/6 109/,6 21/2 Max I 2,2-16d, 10-10d 1895 3275 3695 3970 . +411% HUCQ210-2-SDS114123"j4 9 3 1 - 112-1/4"x2'A"SDS 6-'/a"x2'/ SDS 2510 5460 5560 5560 F23 See footnotes on page 79 CODES:See page 12 for Code Reference Key Chart 77 Solid Sawn Joisl Hangers-, id 9 N t t The new Joist Hanger Selector software enables you the most optimum product for your project. The software takes into consideration all the characteristics seen in this catalog Visit www.sfrongfie.com/soltware. Dimensions(in.) Fasteners DF/SP Allowable Loads Installed Joist Mini Code Size Model No. Ga W H B Max Header Joist Uplift Floor Snow Roof Cost Index Ref. (160) (100) (115) (125) (ICI) SAWN LUMBER SIZES LUS210-3 18 45/a 83/6' 2 - 8-16d 6-16d 1745 1830 2090 2265 * 160 ED 14 411/6 105/6 2/P Min 16-16d 6-1Od 1135 2380 2685 2890 TPL HU212-123 14 417/,6 105/1c 21/2 Max 2 2-16d 10-10d 1895 3275 3695 3970 * 17,F6,1-17 2X12 U210-3 16 4% 73/4 2 ' - 14-16d 6-1Od 1110 2015 2285 2465 ED HUCQ210-3-SDS 14 29,;� 9 3 - 12-1/"x216."SDS 6-1/a"x2'i2"SDS 2510 5460 5560 5560 * F23 ® LUS210 18 19/,6 713/6 13/4 - 8-10d 4-1Od 1165 1340 1525 1650 Lowest y LU210 201 19/6 713/,6 13/4 - 10-16d 6-1Odx11/z 850 1390 1585 1715 +11% m 2x14 U210 16 19/6 713/6 2 - 10-16d 6-1Odx11/z 1110 1440 1635 1685 +53% HU214 14 19/6 101/6 21/4 - 12-16d 6-1Odx11/2 1135 1785 2015 2165 +88% U214 16 19/6 10 2 - 12-16d 8-1Odx11/z 1115 1730 1960 2115 +147% U210-2 16 31/a 81/2 2 - 14-16d 6-10d 1110 2015 2285 2465 Lowest 17,F6,L17 .14 LUS214-2 18 31/6 1015/,6 2 - 10-1 6d 6-16d 1745 2110 .2410 2610 +12% HUS212-2/HUSC212-2 14 31/6 103/4 2 - 10-16d 10-16d 3635 2660 3025 3265 +83% 3 DBL 14 31/6 109/16 2Yz Min 16-16d 6-1Od 1135 2380 2685 2890 +248% y 2x14 HU212 2/HUC212 2 141 31/6 109/6 21/2 Max 2 2-16d -10-1Od 1895 3275 3695 3970 +265% ;r= 14 3Ya 1213/6-21/2 Min 18-16d 8-10d 1515 2680 - 3020 3250 +259% HU214-2/1-UC214-2 14 3Ya 1213/6 21/2 Max 24-16d 12-1Od 2015 3570 4030 4335 +276% y HUCQ210-2-SDS 14 29/,6 9 3 - 12-1/"x21 "SDS 6-1/a"x21/2"SDS 2510 4680 4955 4955 F23 U210-3 16 45/6 7% 2 - 14-16d 6-10d 1110 2015 2285 2465 TPL HU214-3/HUC214-3 14 411/6 121/6 21/2 Min 18-16d 8-10d 1515 2680 3020 3250 17,F6,L17 2x14 14 471/,6 121/6 21/2 Max 24-16d 12-1Od 2015 3570 4030 4335 H000210-3-SDS 14 430 9 3 - 12-1/a"x21/2"SDS 6-1/4"x2'/r'SDS 2510 5460 5560 5560 F23 U214 16 19/,6 10 2 - 12-16d 8-1Odx11/2 1115 1730 1960 2115 Lowest 17,F6,L17 €1 2x16 HU214 14 19/a 101/6 21/4 - 12-16d 6-1Odx11/2 1135 1785 2015 2165 +130% HU216. 14 19/6 1215/6 21/4 - 18-16d 8-1Odx11/2 1515 2680 3020 3250 +130% 160 DBL HUS212-2/HUSC212-2 14 316 103/4 2 - 10-16d 10-16d 3635 2660 3025 3265 Lowest 2x16 HU216-2/HUG216-2 14 31/6 137/8 21/2 Min 20-16d 8-10d 1515 2975 3360 3610 +111% 14 31/6 137/. 212 Max 26-16d 12-10d 2015 3870 4365 4695 +120% 17,F6,L17 TPL HU216-3/HUC216-3 14 411/6 137/a 21/2 Min 20-16d 8-10d 1515 2975 3360 3610 2x16 14 411/6 137/6 21/2 Max 26-16d 12-1Od 2015 3870 4365 4695- 3x4 U34 16 29/6 3% 2 - 4-16d 2-1Odx11/2 265 575 655 705 * 17,F8,L17 HU34/HUC34 14 29/6 3% 21/2 - 4-16d 2-1Odx11/z 380 595 670 720 17,F6,L17 U36 16 29/6 5% 2 - 8-16d 4-1Odx11/2 585 1150 1305 1410 3x6 rLUS36 18 29/16 51/4 2 - 4-16d 4-16d 1165 1030 1180 1280 F23 ' HU36/HUC36 14 29/6 53/6 21/z - 8-16d 4-1Odx11/z - 610 1190 1 1345 1445 17,F6,L17 U36 16 29/6 5% 2 - 8-16d 4-1Odxl1/2 585 1150 1305 1410 3x8 LUS36 18 29/6 51/4 2 - 4-16d 4-16d 1165 1030 1180 1280 F23 r HU38/HU038 14 29/6 71/a 2/2 - 10-16d 4-1Odx11/2 610 1490 1680 1805 17,F6,L17 U310 16 29/6 87/8 2 - 14-16d 6-1Odx11/z 1110 2015 2285 2465 * z 3x10 LUS310 18 29/16 71/4 2 = 6-16d 4-16d 1165 1315 1500 1625 F23 a 'HU310/HUC310' 14 29/6 87/a 2% 14-16d 6-10W.1/2 915 -2085 2350 2530 17,F6,L17 z HUC0310-SDS- 14 29ri6 9 3 - 8-1/a"x21/2"SDS 4-1/4"x2112"SDS 1370 3120 .3590 3900 F23 Z U310 16 29/6 87/6 2 - 14-16d 6-1Odx11/2 1110 2015 2285 2465 17,F6,1-17 3x12 LUS310 18 29/6 71/4 2 - 6-16d 4-16d 1165 1315 1500 1625 F23 HU312/HUC312 14 29/6 105/8 21/2 - 16-16d 6-1Odx11/2 915 2380 2685 2890 17,F6,L17 HUCQ310-SDS 14 21/6 9 3 - 8-1/4"x2/V SDS 4-1/"x21/"SDS 1370 3120 3590 3900 * F23 0314 16 29/s 101/2 2 - 16-16d 6-1Odx11/ 1110 2305 2615 2820 * F8 F 3x14 HU314/HUC314 141 29/6 123/8 21/2 - 18-16d 8-10dx11/2 1515 2680 3020 3250 * 17,F6,L17 z HU00310-SDS 141 2M,s 9 3 - 8-1/"x2�i2"SDS 4-1/q"x211"SDS 1370 3120 3590 3900 * F23 3x16 U314 161 29/6 101/2 2 - 16-16d 6-1Odx11/2 1110 2305 2615 2820 * N HU316/HUC316 14 29/6 14% 21/2 - 20-16d 8-10dx11/z 1515 2975 3360 3610 * '2 LUS44 18 39/,6 3-� 2 - 4-16d 2-16d 440 800 910 985 Lowest 17,F6,L17 0 U 44 U44 - 16 39/6 27/a 2 - 4-16d 2-10d 370 575 655 705 +20% HU44/HUC44 14 39/6 27/a 21/2 - 4-16d 2-10d 380 595 670 720 +161%- N LUS46 18 39/,6 43/4 2 - 4-16d 4-16d 1165 1030 1180 1280 Lowest U46 16 39/6 4% 2 - 8-16d 4-10d 740 1150 1305 1410 +37% 46 HUS46/HUSC46 14 39/6 5 2 - 4-16d 4-16d 1235 1065 1210 1305 +152% HU46/HUC46 14 39/6 53/,6 21/2 Min 8-16d 4-10d 760 1190 1345 1445 +163% 14 391,6 53/16 21/2 Max 12-16d 6-10d 1135 1785 2015 2165 +185% 148' S46 18 39/,6 43/4 2 - 4-16d 4-16d 1165 1030 1180 1280 Lowest 17,F6,L17 6 16 39/16 47/a 2 - 8-16d 4-10d 740 1150_ 1305 1410 +37% S48 18 39/6 63/4 2 - 6-16d 4-16d 1165 1315 1500 1625 +40% S48/HUSC48 14 '39/6 6i5/6 2 - 6-16d 6-16d 1550 1595 1815 196048/HUC48 14 39/s 613/6 21/2 Min 10-16d 4104 760 1490 1680 1805. 14 39/6 613/6 21/2 Max 14-16d 6104 1135 2085 2350 2530 +235% 78 See footnotes on page 79 CODES:See page 12 for Code Reference Key Chart Solid Sawn Joist Hangers t - ® These products are available with additional corrosion protection Additional products on P7 These products are approved for installation with the Strong-Dave® this page may also be available with this option,check with Simpson Strong-Tie for details SD Connector screw See page 27 for more information JoisDimensions(in.) Fasteners , SPF/HF Allowable Loads Size Madel No. Ga W H B Max Header Joist Uplift Floor Snow Roof (160) - (100) (115) (125) SAWN LUMBER SIZES LU24 20.1 1'/16 318 11/2 — 4-16d 2-10dx1Y2 230 475 545 590 -2X4 LUS24 18 1'/s 3'/s 13/4 — 4-10d 2-10d 420 575 655 705 U24 16 1'/6 3Ys 1'/2 — 4-16d 2-10dx1'/2 230 495 560 605 HU26 14 1'/16 3'/16 2'/4 — 4-16d 2-10dx11/2 290 515 580 620 DBL LUS24-2 18 31/8 3Ya 2 — 4-16d 2-16d 380 680 780 845 2x4 U24-2 16 31/8 3 2 — 4-16d 2-10d 320 495 560 605 HU24-2 14 3'/a 31/16 2Yz 4-16d 2-10d 325 515 580 620 i LUS26 181 1'/,s 43/ 13/4 — 410d 4104 1005 740 845 ' 915 Q LU26 20 , 1'/16 43/4 1'/2 — 6-16d 4-10dx1'/z 490 715 - 815 885 tz U26 161 1'/s 43/a 2 — 6-16d 4-10dx1Y2 _ .500` 745 845 910 ® 2x6 LUC26Z 18 1'/16 43/4 13/4 — 6-16d 4-1 0dx1'/ 630 725 825- 895 y ' HU26 14 1'/,s 3'/,s 2'/4 — 4-16d 2-10dx1 Y2 290 515, 580 620 ED HUS26 16 15/s 5Ys 3 14-16d 6-16d 1335 2330 2650 2820 ED LUS26-2 18 3'/s 4% 2 — 4-16d 4-16d 1000 880 1010 1090 DBL U26-2 16 3'/a 5 2 = 8-16d 4-10d 640 990 1125 1210 HUS26-2/HUSC26-2 14 3'/8 53/6 2 4-16d 4-16d 1060 910 1035 1120 ;a 2x6 14 3'/s 53/a 2'/2 Min 8-16d 4-10d 655 1025 1155 1245 HU26 2/HUC26 2 141 31a 53/8 21/2 Max 12-16d 6-10d 980 1540 1735 1865 y LUS26-3 18 4% 418 2 — 4-16d 4-16d 1000 880 1010 1090 TPL U26-3 16 4s/a 41/4 2 — 8-16d 4-10d 640 990 1125 1210 2x6 14 41116 51/2 21/2 Min 8-16d 4-10d 655 1025 1155 1245' HU26 3/HUC26 3 14 4111, 512 2 1 Max 12-16d 6-10d 980 1540 1735 1865 r *s LUS26 18 1'/16 43/4 13/ — 4-10d 4-10d 1005 740 845 915 LU26 20 1'/16 43/4 11/2 — 6-16d 4-10dx11/2 490 715 -815 885 LUS28 181 1'/16 6% 13/4 — 6-10d 4-10d 1005 940 1075 1165 LU28 20 1'/s 6% 11/2 — 8-16d 6-10dx11/2 730 950 1085 1145 2x8 U26 16 1'/16 43/4 2 — 6-16d 4-10dx11/2 500 745 845 910 LUC26Z 18 1'/16 43/4 13/4 — 6-16d 4-10dxl1/2 630 725 1 825 895 HU28 14 1'/16 51/4 214 — 6-16d 4-10dx11/2 525 770 870 935 HUS26 16 1% 51/8 3 — 14-16d 6-16d 1335 2330 2650 2820 HUS28 16 15/a 7 3 — 22-16d 8-16d 1720 2905 3035 3125 LUS26-2 18 3% 4/a 2 — 4-16d 4-16d 1000 880 1010 1090 LUS28-2 181 3Ya 7 2 — 6-16d 4-16d 1000 1125 1285 1390 DBL U26-2 16 3Ya 5 2 — 8-16d 4-10d 640 990 1125 ' 1210 2x8 HUS28 2/HUSC28-2 14 3Ya 73/6 2 — 6-16d 6-16d 1335 1365 1555 1680 HU28-2/HUC28-2 14 31/a 1 7 21/2 Min 10-16d 4-10d 655 1280 1445 1555 14 3'/a 7 2'/z- Max 14-16d 6-10d 980 1795 2025 -2180 LUS28-3 18 4% 61/ 2 — 6-16d 4-16d 1000 1125 1285 1390 TPL U26-3 16 4% 41/4 2 — 8-16d 4-10d 640 990 1125 1210 ® 2x8 14 41'/,6 51/4 21/2 Min 8-16d 4-10d 655 1025 1155 1245 0 HU26 3/HUC26 3 14 4"A6 5'/4 21/2 Max 12-16d 6-10d 980 1540 1735 1865 z QUAD 14 6'/a 6%, 21/2 Mn 10-1 6d 4-16d -775 1280 1445 1555 2x8 H1J28 4/HUC28 4 14 6Ya 6% j 2'/z' Max 14-16d 6-16d 1160 '1795 - 2025 2180' ® LUS2818 W16 6% 13/4 — 610d 4104 1005 940 1075 1165 } LU28 20 1'/16 6% 112 — 8-16d 6-10dxl1/z 730 950 1085 1145 LUS210 18 19/16 713/16 13/4 — 8-10d 4-10d 1005 1145 1305 1415 2x10 LU210 20 1'/16 713/6 11/2 — 10-16d 6-10dx11/2 730 1190 1360 1470 w U210 16 19/16 7'3/6 2 — 10-16d 6-10dx11/2 960 1240 1405 1445 LUC210Z 18 1'/16 73/4 13/4 — 10-16d 6-10dx1'/2 945 1210 1 1380 1490 0 HU210 14 1'/6 7Ya 1 214 — 8-16d 4-10dx112 525 1025 1155 1245 HUS210 161 15/a 9 3 — 30-16d 10-16d 2580 3150 3315 3425 z LUS28-2 18 31, 7 2 — 616d , 416d 1000 1125 1285 1390, LUS210-2 18 31/8 9; 2, — 8-16d, 6-16d '' 1500 1565 1785 1935 U210-2 16 3Ya 81/2 2 — 14-16d 6-10d 960 1735 1965 2120 DBL HUS210-2 14 31a 93/16 2 — 8-16d 8-16d 2820 1820 2070 2240 N ® 2x1014 3'/s' 813A6 2'/z Min 14-16d' 6-10d 980 1795 2025 21'80 ' HU210 2/HUC210 2 14 31/a 813/16 21/ Max 18-16d 10 10d 1635 2305 2605 2800 N HHUS210-2/HUSC210-2 14 35/1s 8% 3 — 30-16d 10-16d 3525 4835 5270 5380 ' HUCQ310 SDS 14 29/16 9 3 — 8-'/4"x21„"SDS 4-Y4"x21,-"SDS 985 2245 2585 2810 LUS28-3 18 45/8 61/4 2 — 6-16d 4-16d 1000 1125 1285 1390 LUS210-3 18 45/a 83/16 2 — 8-16d 6-16d 1500 1565 1785 1935 TPL U210-3 16 4% 73/4 2 — 14-16d 6-10d 960 1735 1965 2120 2x10 HU210-3/HUC210-3 14 4"A6 89/16 2'/2 Min 14-16d 6-10d 980 1795 2025 2180 14 41 A6 89/16 21/2 Max 18-16d 10-10d 1635 2305 2605 2800 HHUS210-3 14 4"A6 8'/8 3 — 30-16d 10-16d 3525 4835 5480 5910 HUCO210-3-SDS 14 45/3 9 3 — 12-1A"x2L'2"SDS 6-1A"x212"SDS 1805 3370 3570 3570 QUAD HU210-4/HUC210-4 14 -61A 8% 21/2 Min 14-16d 6-16d 1160 1795 2025 2180_ 2x10 - 14 61s 83/8 21/2 Max 18-16d 8-16d 1550-, 2305 2605 2800 HHUS210-4 14 61/8 8'/8 3 — 30-16d 10-16d 3525 4835 5480 5910 80 See footnotes on page 82 ..",Solid Sawn Joist Hangdrs ® These products are available with additional corrosion protection.Additional products on 'These products are approved for installation with the Strong-Dave® this page may also be available with this option,check with Simpson Strong-Tie for details. SD Connector screw See page 27 for more information. Joist Dimensions(in.) Min/ Fasteners _ - SPF/HF Allowable Loads Model No. Ga Uplift Floor Snow Roof - Size W _ H B Max Header Joist (160) (100) 1 (115) (125) SAWN LUMBER SIZES LUS210 18 19/16 713/16 13/4 — 8-10d 4-10d 1005 1145 1305 1415 LU210 20 19/6 713/6 1'/2 — 10-16d 6-10dx1'/z 730 1190 1360 1470 ® 2x12 U210 16 i9/6 713/16 2 _ 10-16d 6-10dx11/z 960 1240 - 1405 1445 L66210Z 18 19/16 73/ 13/ 10-16d 6-10dx1'/2 945 1210' 1380 1490, HU212 14 19/16 9 - — 10-16d 6-10dx11/2- 980 1280 1445 1555 HUS210 16 16/a 9 3 — 30-16d 10-16d 2580 3150 3315 3425 ® LUS210-2 18 3'/e 9 2 — 8-16d 6-16d 1500 1565 1785 1935 U210-2 16 3'/a 8'/z 2 — 14-16d 6-10d 960 1735 1965 2120 y LUS214-2 18 31/8 1015/6 2 — 10-16d 6-16d 1500 1805 2065 2235 ED DBL HUS210-2/HUSC210-2 14 3'/8 93/16 2 — 8-16d 8-16d 2820 1820 2070 2240 y 2x12 HUS212-2/HUSC212-2 14 3% 103/4 2 — 10-16d 10-16d 3125 2275 2590 2795 HU212 2/HUC212 2 14 3'/a 10'/16 2'/z Min 16-16d 6-10d 980 2050 2315 2490 244 14 31A 109/16 2'/z Max 22-16d 10-10d 1635 2820 3180 3425 ® HUCO210-2-SDS 14 29/6 9 3 — 12-1/a"x2V',"SDS 6-1/"x2'/z"SDS 1805 3370 3570 3570 d LUS210-3 18 4% 83/16 2 8-16d 6-16d 1500 1565 1785 1935 y 14 4'16 106/16 2'/z Min 16-16d 6-10d 980 2050 2315 2490 "'' TPL HU212-3/HUC212-314 4'Y,s 106/6 2'/z Max 22164 10104 1635 2820 3180 3425 2x12 U210 3 16 4% 73/4 2 — 14-16d 6-10d 960 1735 1965 2120 HUCQ210-3-SDS 14 4% 9 3 — 12-1/4"x2;/.•"SDS 6-1/a"x214V SDS 1805 3370 3570 3570' ti ® LUS210 18 19/6 713/16 13/4 — 8-10d 4-10d 1005 1145 1305 1415 H LU210 20 1 MG 713/16 13/ — 10-16d 6-10dx1'/2 730 1190 1360 1470 2x14 U210 16 19/16 713/16 2 — 10-16d 6-10dx1'/2 960 1240 1405 1445 HU214 14 19/16 10'/a 2'/ — 12-16d 6-10dx1'/z 980 1540 1735 1865 U214 16 19/16 10 2 — 12-16d 8-10dx11/2 960 1485 1685 1820 U210-2 16 3'/8 81/2 2 — 14-16d 6-10d 960 1735 1965 2120 LUS214-2 18 3'/a. 1015/16 2- — 10-16d 6-16d 1500 1805 2065 2235 HUS212-2/HUSC212-2 • 14 3'/a 103/4 2 — 10-16d 10-16d 3125 2275 2590 2795 DBL HU212-2/HUC212-2,'' 14 3'A 101/16 21/2 Min 16-16d 6-10d 980 2050 2315 2490 2x14 14 3'A 109/6 2'/z Max 22-16d 10-10d 1635 2820 3180 3425 HU214-2/HUC214-2 14 3'/a 1213/16 21/2 Min 18-16d_ 8-10d 1310 2305 2605 2800 14 3'/8 1213/16 21/2 Max 24-16d 12-10d 1965 3075 3470 3735 HUCO210-2-SDS 14 213 9 3 — 12-Y4"x2', SDS 6-1/4"x2;%"SDS 1805 3370 3570 3570', U210-3 16 45/a 73/ 2 — 14-16d 6-10d 960 1735 1965 2120 TPL HU214-3/HUC214-3 14 411/16 12'/16 21/2 Min 18-16d 8-10d 1310 2305 2605 2800 ® 2x14 14 411/16 12'/16 21/2 Max 24-16d 12-10d 1735 3075 3470 3735 HUCQ210-3-SDS 14 41a 9 3 — 12-1/4"V'W'SDS 6-1/4"x2I/P SDS 1805 3370 3570 3570 U214 16 19/16 10 2 — 12-16d '8-10dx11/2 960, 1485' 1685 1820 2x16 HU214 14 19/6 10% 21/4 — 12-16d 6-10dx11/z 980 1540 1735 1865 HU216 14 19/6 12j6/16 21/4 — 18-16d 8-10dx1Yz 1310 2305 2415 2490 DBL HUS212-2 14 3'/e 10% 2 — 10-16d 10-16d 3125 2275 2590 2795 T 2x16 HU216 2/HUC216 2 14 31/a 137/8 2'/z Min 20-16d 8-10d 1310 2565 2895 3110 14 3% 137/a 21/2 Max 26-16d 12-10d 1735 3330 3760 4045 F TPL HU216 3/HUC216 3 14 411/6 137/8 21/2 Min 20-16d 8-10d 1310 2565 2895 ,. 3110 z 2x16 14 41 A6 137/6 2'/z Max 26-16d 12-10d 1735 3330 3760 4045, U34 16 29/6 33/8 2 — 4-16d 2-10dx11/z 230 495 560 605 3x4 HU34 14 29/16 33/8 21/2 — 4-16d 2-10dx11/2 325 515 580 620 > U36 16 29/16 5% 2 — 8-16d 4-10dx11/z 500 990 1125 1210 3x6 . LUS36' 18 29/16 51/ 2 — 4-16d 4-16d 1000 880 1010 1090 oHU36 14 29/16 '5% 21/2 — 8-16d 4-10dx1'/z 525 1025 1155 1245 3x8 U36 16 29/16 5% 2 — 8-16d 4-10dx1'/2 500 990 1125 1210 HU38 14 29/16 7% 21/2 — 10-16d 4-10dxl1/2 525 1280 1445 1555 CD U310 16 '29/16 8% 2 — 14-16d 6-10dx11/2 960 1735 1965 2120 3x10 LUS310. 18 29/6 7'/4 2 — 6-164 4164 1000 1125 1285 1390 HU310 - 141 29As 1 87/8 21/2 — 14-16d 6-10dxl1/2 790' 1795 2025 2180 U310 16 29/16 8% 2 — 14-16d 6-10dx1'/2 960 1735 1965 2120 3x12 HU312 14 29/16 10% 21/2 — 16-16d 6-10dx11/2 790 2050 2315 2490 ' 3x14 U314 16 29/16 10'/2 2 — 16164 6104x11/z 960 1980 2245 2425' HU314 14 29/16 123/a 21/2 — 18-164 8104x1'/z 1310 2305 2605 2800 O 9/1 ® 3x16 U314 16 26 101/2 2 — 16-16d 6-10dx11/z 960 1980 2245 2425 HU316 14 29/16 14% 21/2 20-16d 8-10dx1'/2 1310 N15 2895 3110 LUS44 18 39/16 3 2 — 4-16d 2-16d 380 780 845 4x4 U44 16 39X6 27/a 2 4-16d 2-10d 320 560 605 HU44 14 39/16 27/a 2'/2 — 4-16d 2-10d 325 580 620 ® LUS46 18 39/16 43/4 2 — 4-16d . 4-16d 10001010 1090 U46 16 39X6 47/8 2 — 8-16d 4-10d 640 1125 1210 4x6 HUS46/HUSC46 14 39/16 5 2 — 4-16d 4-16d 10601035 1120 E) HU46/HUC46 14 39/16 53/16 21/2 Min 8-16d 4-10d 655 1025 1155 1245 14 39/16 53/16 2'/2 Max 12-16d 6-10d 980 1540 1735 1865 LUS46 18 W16 43/ 2 — 4-16d 4-16d 1000 880 1010 1090 U46 16 39X6 4'A 2 — 8-16d 4-10d 640 990 1125 1210 4x8LUS48 18 W16 63/4 2 — 6-16d 4-16d 1000 1125 -1285 1390 HUS48/HUSC48 14 39/16 615/16 2 — 6-16d 6-16d 1335 1365 1555 1680 HU48/HUC46 14 39/16 613/16 21/2 Min 10-16d 4-10d 655 1 1280 1445 1555 14 39/16 615/16 1 2'/2 Max 14-16d 6-10d 980 1 1795 2025 2180 81 See footnotes on page 82 ;Plated Truss Connect'vl's., '- , � • " - " , • v��1EEAf0 This product is preferable to similar connectors because of 1'or 2x'6 4a)easier installation,b)higher loads,c)lower installed cost, 1 A6 for 4x's , or a combination of these features. b�••••'"• All hangers in this series have double shear nailing-an �. o m; innovation that distributes the load through two points on each joist nail for ° e greater strength.This allows for fewer nails,faster installation,and the use of all common nails for the same connection. C d� H Double shear hangers range from the light capacity LUS hangers to the C 61316' o. a highest capacity HGUS hangers For medium load truss applications,the p p, ° a- MUS offers a lower cost alternative and easier installation than the HUS or THA hangers,while providing greater load capacity and bearing than the LUS MATERIAL See tables below and on page 147 i �2 FINISH:Galvanized.Some products available in stainless steel or e �2 HUS210 ZMAX coating;see Corrosion Information,pages 13-15 w-.� GV 4 INSTALLATION •Use all specified fasteners.See General Notes. i (HUS26,HUS28, •Nails must be driven at an angle through the joist or truss into I LUS28 MUS28 and HHUS similar) the header to achieve the table loads •Not designed for welded or nailer applications OPTIONS*•LUS and MUS hangers cannot be modified 'er s l •HUS hangers available with the header flanges turned in forpz 2-2x(3'/e°)and 4x only,with no load reduction See HUSCConcealed Flange illustration. H ° •Concealed flanges are not available for HGUS and HHUS. e H•See Hanger Options,page 237,for sloped and/or skewed e m HHUS models.•Other sizes available,consult your Simpson Strong-Tie representative.CODES:See page 12 for Code Reference Key Chart. �. These products are available with additional corrosion protection HGUS28-2 �3%°44 C Additional products on this page may also be available with this option, HHUS210-2 o check with Simpson Strong-Tie for details HUSC These products are approved for installation with the Strong-Dave® i' Concealed y SD Connector screw.Seepage 27 formore information I iria►or° Flanges (not available Min, Dimensions Fasteners Ir�9rjl° ? for HHUS, Ic Model Heel Ga Carrying Carried HGUS and No. Height - W H B Member Member rel°j°rp° °Q '. HUS2x) SINGLE 2x SIZES (Truss Designer . 6 LUS24 25/8 1Y,, 3Y 13/ 4-10d 2-10d '; a18 1 See table to provide fastener <, LUS26 4'/ 1V16 43/4 13/4 410d 4104 on page quantity for connecting MUS26 4"/,6 18 i9/,6 53/1,6 2 6-10d 6-10d 147 for I multiple members 6 6 3 allowable Typical HUS26 with HUS26 4/,6 16 1/6 5/ 3 14 16d 6164 I together) yP r HGUS26 49/,6 12 15/6 5% 5 20-16d 8-16d loads ; Reduced Heel Height r 0 LUS28 43/,6 18 19/16 65/ 13/4 6-10d 4-10d - - - -— - - - ------_ - ------- z MUS28 6%6 -18 1%6 6'%6 2 '8-10d 8-10d o Double Shear I Dome Double Shear^i HUS28 ' `�6'/Z 16 1% 7 3 22-16d 8-16d # Double NailingSher Nailing Side View z HGUS28 69/,6 12 15/6 71/6 5 36-16d 12-16d I Na ling „ Side View (available on > Do not some models) LUS210 4'/ 1 /,6 13/4 8-10d 4-10d Top View 1/,6 73bend tab U S Patent 5,603,580 0 HUS210 8% 16 15/6 9 3 30-16d 10-16d ' H z DF Allowable Loads SP Allowable Loads SPF/HF Allowable Loads Model Code No. Uplift' Floor Snow , Roof Wind Uplift' Floor- Snaw Raof Wind Uplift' Floor Snow Roof Wind Rei. (160) (100) (115) (125) (160) (160) (100) (115) (125) (160) (160) (100) (115) (125) (160) SINGLE 2x SIZES LUS24 490 670 765 825 1045 490 725 830 895 1135 420 575 655 705 895 0 ED;'—LU—S26 1165 865 990 1070 1355 1165 940 1075 1165 1475 1005 740 845 915 1160 17,F6,L17 MUS26 1090 1295 1480 1605 1825 1090 1410 1610 1745 1825 940 1110 1265 1370 1570 HUS26 1550 2720 3095 3335 3335 1550 2950 3335 3335, 3335 1335 2330 2650 2820 2865 HGUS26, 1765 4360 4885 5230 5390 1765 4725 5290 5390 5390, 1520 3.750 4200 -4500 '4635 170 LUS28 1165 1 1100 1255 1360 1725 1165 1200 1365 1480 1835 1005 1 940 1075 ,1165 1475 MUS28 1555 1730 1975 2140 2645 1 1555 1 1880 2150 2330 2645 1335 1475 1690 1830 2275 17,F6,L17 HUS28 2000 3965 4120 4220 4335 2000 3790 3960 4070 4335 1720 2905 3035 3125 3435 HGUS28 3015 6745 6970 7125 7275 3015 6460 6705 6870 7275 2595 4960 5160 5290 5745 170 EDrLUS'210 1165 1340 1525 1650 2090 1165 1445 1660 1795 2270 1005 1145 1305 1415- 1745 17,F6,L17 HUS210 3000 4255 4445 4575 5020 3000 4105 1 4310 4450 1 4930 1' 258 1 3150 3315 3425 3815 146 Note:For dimensions and fastener Information,see table above See table footnotes on page 147 Connectors Plated Truss X.In =_ .,M3=11111; ID These products are available with additional corrosion protection Additional products on These products are approved for installation with the Strong-Dave° this page may also be available with this option,check with Simpson Strong-Tie for details SD Connector screw See page 27 for more information. Mm. Dimensions' . Fasteners DF/SP Allowable Loads SPP/HF Allowable Loads_ Model Code No. Heel Ga Carrying Carried Uplift' Floor Snow Root Wind Uplift' Floor Snow Roof Wind Ref. Height W H B Member Member (160) (100) (115) (125) (160) (160) (100) (115) (125) (160) DOUBLE 2x SIZES LUS24-2 2'/a 18 31A I 3'14 12 4-16d 2-16d 440 800 1 910 985 1250 380 680 780 845 1070 17 F6,L17 LUS26-2' 49%6 18 3'/a 1 47Aa '2 4-16d 4-16d 1165 1030 1180 1280 1625 .1000 880 1010 1090 1385 ED HHUS26-2 'V% 14 35/,6 1 5% '3 14-16d 6-16d 1550 2785 3155 3405 4265 1335, 2390 2710 2925 3665 17,L17,F23 HGUS26-2 48/,6 12 3%6 1 57/,6 1 4 20-16d 8-16d 2155 4355 4875 5230 5575 1855 3750 4200 4500 4795 LUS28-2 49/,6 18 3148 7 2 6-16d 4-16d 1165 1315 1500 1625 2060 1000 1125 1285 1390 1765 17,F6,L17 HHUS28-2 69/,6 14 36/,6 7'/ 3 22-16d 8-16d 2000 4210 4770 5140 6440 1720 3615 4095 4415 5375 HGUS28-2 6916 12 3%6 73%16 4 36-16d 12-16d 3235 7460 7460 7460 7460 2785 6415 6415 6415 6415 17,L17,F23 ED LUS210-2 67/,6 18 31A 9 2 8-16d 6-16d 1745 1830 2090 2265 2870 1500 1565 1785- 1935 2455 17,F6,L17 ED HHUS210-2 8% 14 3616 ,87/a 3 30-1 6d 10-16d 4000 5635 6380 6880 7165 3525 4835 5270 5380 5765 17,L17,F23 HGUS210-2 8916 12 3'16 93A6 4 46 i6d 16-16d 4095 9100 9100 1 9100 9100 3525 7465 ,7730 7825 7825 TRIPLE 2x SIZES HGUS26-3 41%6 12 41516 5'% 4 20-16d 8-16d 2155 4355 1 4875 5230 5575 1855 3750 4200 4500 4795 HGUS28-3 61316 12 41516 T/a 4 36-16d 12-16d 3235 7460 7460 7460 7460 2785 6415 6415 6415 6415 HGUS210-3 81316 12 415/,6 9'/ 4 46-16d �16-16d 4095 9100 9100 9100 9100 3525 7825, 7825 7825 7825 17,L17,F23 HGUS212-3 10% 12 41516 10?4 4 56-16d 20-16d 5045 9600 9600 9600 9600 4335 8255 8255 8255 8255 `1:1 HGUS214-3 12% 12 41%6 123/ 4 66-16d 22-16d 5515 10100 10100 10100 10100 4745 8685 8685 8685 8685 QUADRUPLE 2x SIZES y HGUS26-4 5'/2 12 MAs 5716 14 20-16d 8-16d 2155 4355 4875 5230 5575 1855 3750, 4200 4500 4795 CZ HGUS28-4 7'/ -12 69/,6 73/,6 4 36-16d 12-16d 3235 7460 7460 7460 7460 2785 6415 6415 6415 6415 H n HGUS210-4 9'/a 12 69/s 9316 4 46-16d 16-16d 4095 9100 9100 9100 9100 3525 7825 7825 7825 7825 17,L17,F23 HGUS212-4 10% 12 6%6 10% 4 56-16d 20-16d 5045 9600 9600 9600 9600 4335 8255 8255 8255 8255 co HGUS214-4 12% 12 69/,6 12% 4 66-16d 22-16d 5515 10100 10100 10100 10100 4745 8685 8685 8685 8685 0 H 4x SIZES LUS46 4% 18 39/,6 43/, 2 4-16d 4-16d 1165 1030 1180 1280 1625 1000 880 1010 1090 1385rF6L17 HGUS46 47/,6 12 3% 47/,6 4 20-16d 8-16d 2155 4355 4875 5230 5575 1855 3750 4200 4500 4795 HHUS46 4518 14 35/e 53/6 3 14-16d 6-16d 1550 2790 3160 3410 4265 1335 2390 2710 2925 3665 LUS48 43Ae 18 3%6 '63/4 2 6-16d 4-16d 1165 1315 1500 1625 2060, 1000 1125 1285 1390 1765 HUS48 6'% 14 39/,6 7 2 6-i6d 6-16d 1550 1595 1815 1960 2470 1550 1365 1555 1680 2115 z - HHUS48 6'/z 14 35/8 7'/8 3 22-16d 8-16d 2000 4215 4770 5150 6440 1720 3615 4095 ,4415 5535 17,L17,F23 HGUS48- 67As 12 Aa 71A6 4 36-16d 12-16d' 3235 7460 7460 7460 7460 2785 6415 6415 6415 6415 LUS410 6'/ 1 18 3916 83/a 2 8-16d 6-16d 1745 1830 2090 2265 2870 1500 1565 1785 1935 2455 17,F6,L17 HHUS410 8% 14 36/8 9 3 30-16d 10-16d 3745 5640 6385 6890 7165 3440 4835 5480 5910 6165 HGUS410 8716 12 3% 9'16 4 46-16d 16-16d 4095 9100 9100 9100 9100 3525 7825 7825 7825 7825 17,L17,F23 o HGUS412 10'46 12 35/8 107As 4 56-16d 20-16d 5045 9600 9600 9600 9600 4335 8255 8255 8255 8255 17,L17 ccz HGUS414 11%6 12 3% ,127/16 4 66-16d 22-16d 5515 10100 10100 10100 10100 1 4745 8685 8685 8685 '8685 a 1 Uplift loads have been increased 60%for wind or earthquake loading with no further ANSI/TPI 1-2007 Simpson Strong-Tie®Connector Selector'"'Software includes increase allowed.For normal loading applications such as cantilever construction the evaluation of cross-grain tension in its hanger allowable loads For additional refer to Simpson Strong-Tie®Connector Selector'software or conservatively information,contact Simpson Strong-Tie N divide the uplift load by 1.6 5 Loads shown are based on minimum of 2-ply 2x carrying member.With 3x carrying 0 2 Wind(160)is a download rating members,use 16dx2'/°nails into the header and 16d commons into the joist with no t2 3 Minimum heel height shown is required to achieve full table loads For less than load reduction With single 2x carrying members,use 10dx1'/'nails into the header N minimum heel height,see technical bulletin T-REDHEEL. and 10d commons into the joist,and reduce the load to 0.64 of the table value. 4 Truss chord cross-grain tension may limit allowable loads in accordance with 6.NAILS:16d=0.162°dia x 31/2'long.See pages 22-23 for other nail sizes and information. 147 rStraps&res' ■ l� � .t E H „1�' I Straps are designed to transfer tension loads in a wide variety of applications. ! FINISH:PS—HDG;HST3 and HST6—Simpson Strong-Tie®gray HRS—A 12 gauge strap with a nailing pattern designed for installation on the ! paint,all others galvanized Some products are available edge of 2x members The HRS416Z installs with Simpson Strong-Tie®Strong-Drive® in stainless steel or ZMAX®coating;see Corrosion SDS Heavy-Duty Connector screws I Information,pages 13-15. LSTA and MSTA—Designed for use on the edge of 2x members,with a nailing j INSTALLATION:Use all specified fasteners See General Notes pattern that reduces the potential for splitting i OPTIONS.Special sizes can be made to order Contact Simpson LSTI—Light straps that are suitable where pneumatic-nailing is necessary I Strong Tie. through diaphragm decking and wood chord open web trusses ; CODES:See page 12 for Code Reference Key Chart. MST—Splitting may be a problem with installations on lumber smaller than 31/2"; i MSTC and RPS meet code requirements for reinforcing either fill every nail hole with 10dx11/2"nails or fill every-other hole with 16d common I cut members(16 gauge)at top plate and RPS at sill plate. nails. Reduce the allowable load based upon the size and quantity of fasteners used. i International Residential Code®—2000/2006 R602 6.1 MSTC—High Capacity strap which utilizes a staggered nail pattern to help minimize I International Building Code®—2000/2006 2308.9.8 wood splitting.Nail slots have been countersunk to provide a lower nail head profile (For RPS,refer to page 223.) -+I2%° 9h6”-•I I.-3°-. iv-► f 5/81L �_w ° o a rn 0 0 0 0 U uW t_ o lYj� •`� �_ H •o. --- — -_ o c U W o o -- -- 5 co o � • °'I� O�O � N •O co G t° M N •O O (7 1. UFNI m •. Cl) N !O C N ST2115 T7 Pd"• ,� H � 3 -- O O T"• N J— F- __ 000 ST9, ST12, o MSTC ° ST18, ST22 ST N F }T o. :T n LSTA and VISTA — ° ca — f; (Pilot holes not shown) ° o 0 -' - r ° 0 0 °� -- .o o' o '` 'o } o oo Q ~--- z 0 0• o o ,o s L ° 0 o.- 3.. HTP37Z ° ... .O U h O ° O O °' 0 O' ? O-- ,0 O O > o Fes—7" I o zm Zd °F� . N °° °~ 16" --- L w it a w , • 'x� L �,� = xx fig : :,a a;<b. =q ;:o•,' o' HST . e � w MSTI MST LSTI n r, ': °' -° ------ ----------- -1---------------------- '' 21h° HST2 and HST5 HST2 HST5 0 0 o /+ N t2 ith 3° HST3 and HST6 HST3 HST6 ° o o ' N °w f�-31/4" ° HRS HRS416Z 0. O,. is Typical MSTI Installation (MIT hanger shown) Typical LSTI Typical 186 LSTI similar Installation HRS Installation Straps&Tres CODES:See page 12 for Code Reference Key Chart These products are available with additional corrosion protection Additional products on 2W this page may also be available with this option,check with Simpson Strong-Tie for details End Distance These products are approved for Installation with the Strong-Drive® rsv Beam and Strap SD Connector screw.See page 27 for more information. Allowable Allowable Model Dimensions Fasteners Tension Loads+, Tension Loads Code Ga (Total) (DF/SP) (SPF/HF) Ref: W L ° No. LSTA9 111 9 8-10d 740 635 LSTA12 11/a 12 10-10d 925 795 5: LSTA15 11/4 15 12-10d 1110 950 LSTA18 11/4 18 14-10d 1235 1110 LSTA21 11A 21 16-10d 1235 1235 ,CS TA24 20 11/4 24 18-10d 1235 1235 Typical LSTA Installation ST292 21/16 95/16 12-16d 1265 1120 (Hangerdstrap onenot timeshoo Bend strap one time only, ST2122 2'/16 1213/16 16-16d 1530 1505 max 12/12 joist pitch. ST2115 3/1 165/16 10-16d 660 660 W__ _ 21/16 165/16 20-16d 1875 1875 11/4 30 - 22-10d - 1640 1640 LA6 1'/a 36 24-10d 1640 ,1640 14,L3,L5,F2 LST149 331 49 32-10dx1%2 2975 2555, LST173 3% '73 48-10dx1'/ 4205 3830 MSTA9 18 1'/4 9 8-10d 750 645 Model MaterialM18 lts Code No. ThicknessRef. ®'MSTA12 , 11/< 12 - 10-10d 940 810 Gauge -w-TL- Dia MST 115 1'/4 15 12-10d 1130 970 PS218 31MTA18 11A 18 14-10d 1315 1130 PS418 7 ga 31 180 MSTA21 11/4 21 16-10d 1505 1290 i PS720 % MSTA24 1% 24 18-10d 1640 1455 1.PS strap design loads must be determined MSTA30 111 30 22-10d 2050 1820 by the Designer for each installation Bolts MSTA36 1'A 36 26-10d 2050 2050 are installed both perpendicular and parallel- to-grainMSTA49 11/4 49 26-10d 2020 2020 F2,L3,L5 Hole diameter in the part may be oversized to accommodate the HDG ST6215 2'/16 165/16 20-16d 2095 1900 14,IL14,L3,L5,F2 Designer must determine if the oversize ST6224 21/16 235/16 28-16d 2540 2540 14,L3,L5,F2 creates an unacceptable installation. ST9 11A 9 8-16d 885 760 2.For allowable tension loads,see page 230 ST12 16 11/4 11% 10-16d 1105 950 Ca ST18 11/4 173/4 14-16d 1420 1330 PS218 and P8418 PS720 7—ST-22 111 215/a 18-16d 1420 1420 14,L3,L5,F2 ! L +� y MSTC28 3 28Y4 36164 sinkers 3455 2980 w1-00- O O O MSTC40 3 4011 52-i6d sinkers 4745 4305 .. MSTC52 3 52'/4 62-16d sinkers 4745 4745 w HTP37Z 3 7 20-10dx1'/2 1850 1600 L5 y O O O o MSTC66 3 653/, 76-16d sinkers 5860 5860 P$ PS218 and PS418_ 21h' 11'. f MST 778 14 3 773/4 76-16d sinkers 5860 5860" 14,L3,L5,F2 PS720 3v.° 11W e° CD ST6236 21/1a 331316 40-16d 3845 3845 r 0 F- HRS6 1% 6 6-10d 605 525 o HR58 13/a 8 10-104 1010 880 L5,F26 4RS12 1% 12 14-10d 1415 1230 MST126 2'A6 26 26-10dx1'/2 2745 2325 7_MST136 12 2'/16 36 36-10dx1'/2 3800 3220 "r MST148 2'16 48 48-10dx1'/ 5065 4290 14,L3,L5,F2 MS N TI60 2'16 60 60-10dx1'h 5080 5080 MSTI72 2'/15 72 72-10dx11/2 5080 5080 e s z 01 HRS416Z 3'/4 16 16-SDS 1/4"x11/2" 2835 2305 170 1 Loads include a 60%load duration increase on the fasteners for wind or earthquake loading. 2 10dx1'/2'nails may be substituted where 16d sinkers or 10d are specified at 100%of the table loads except where straps are installed over sheathing } 3 10d commons may be substituted where 16d sinkers are specified at 100%of table loads Typical PS720 Installation 4 16d sinkers(0148°dia x 31/4"long)or 10d commons may be substituted where 16d commons are specified at 0 84 of the table loads 5.Use half of the nails in each member being connected to achieve the listed loads. 6.Tension loads apply for uplift when installed vertically 7 NAILS:16d=0162"dia.x 31/2 long,16d Sinker=0 148"dia x 31W long,1 Od=0 148"dia x 3"long. 10dx1'/2=0.148"dia x 1112"long.See pages 22-23 for other nail sizes and information 18i r: Slraps.&Ties> r7j rim • p 1 A Simpson Strong-Tie®hurricane ties provide a positive connection INSTALLATION:•Use all specified fasteners.See Genera!Notes. between truss/rafter and the wall of the structure to resist wind and ; e H1 can be installed with flanges facing inward seismic forces. New additions to the line provide even more options. ! (reverse of H1 installation drawing;number 1). • H10AR-The heavy-duty design of the H10A available e H2.5T,H3,H43 H5 and H6 ties are shipped in equal quantities of with a 2"wide throat to accommodate rough lumber right and!eft versions(right versions shown). • H10A-2-The H10A design with a 3"throat for double • Hurricane ties do not replace solid blocking. 2x members a When installing ties on plated trusses(on the side opposite the truss e H2ASS,H2.5ASS and H10ASS-Popular ties now available - plate)do not fasten through the truss plate from behind.This can in stainless steel. ! force the truss plate off of the truss and compromise truss performance. MATERIAL:See table. - • H10A optional nailing to connect shear blocking,use Sd nails. FINISH:Galvanized.H7Z and H11Z—ZMAX®coating.Some Slots allow maximum field bending up to a pitch of 6:12,use H10A models available in stainless steel or ZMAX;see Corrosion sloped loads for field bent installation. Information,pages 13-15 or visit wwmstrongtie.com. CODES:See page 12 for Code Reference Key Chart. 3/4° 2� 23i�" m 31/2° 6%/ t ,� • 444 1� , m . 3/e' o �� 2111 3 6„ A��el m f�/4 m. •o ;��e� Rapti o-na o' y •.: ° e e° 19/16" H4 H2.5A H3 Hi (H2.5ASS similar) HMT H2A wz> (H2ASS similar) -11h 4j • i :a" H Z�jgn`I �''„ ' filh° •. 0,00 ° ti H5 I I .,I .0, 5�•at 04 19/ A",I� �2'l"� °� H8 _ z y ,5° H6 H7Z ®.° a .kE "re^ TSP �-2° 6'/4 ° H1 OAR H10A ° 5' 69�A" o (H10ASS similar) H10A-2 ' -�19116• /—'13116° 156�3,/a. �1 5�2�5°—s ®• °� `_ 4C3 ci 73/6- H14 "` °' m`: }II °u=.l . °', �; siMP; ep e=`. '' .IA,i TYNE 1 Pl,1TE lIH 3pN 31roe9. we •m Profile � H14 196 516116,` 10-2 H11Z 34°I- - Straps&•Ties, •- _ ' ' 4 f fy F .. NMI These products are available with additional corrosion protection Additional products on P7 These products are approved for Installation with the Strong-Dave® this page may also be available with this option,check with Simpson Strong Tie for details SD Connector screw.See page 27 for more information Fasteners _ DF/SP Allowable Loads Upliftwith SPF/HF Allowable Loads,. Uplift with Madel ' Code Ga To Rafters/ Uplift Lateral(160) 8dx11A Nails Uplift Lateral(160) 8dx11/2 Nails Ref. No. Truss To Plates To Studs (160)` F1 F2 (160) (160) F1 F2 '(160) - H1 18 6-8dx1'/2 4-8d — 585 485 165 455 400 415 140 370 117,L5,L6,F16 H2A '18 5-8dx1'/2 2-8dx1'/z 5-8dx11/2 575 130 55 — 495 130 55- — IP1,II F25 H2ASS 18 5-SS8D 2-SS8D 5-SS8D 400 130 55 400 345 130 55- 345 170 H2 5A 18 5-8d 5-8d — 600 110 110 575 535 110 110 495 117,L5,L6,F16 H2.5ASS 18 5-SS8d 5-SS8d — 440 75 70 365 380 75 70 310 170 H2.5T 18 5-8d 5-8d — 545 135 145 425 545 135 145 425 IP1,L18,F25 H3 - '18 4 8d 4-8d — 455 125 160 415 320 105 .140 290' 117,L6,F16 H4 20 4-8d 4-8d — 360 165 160 360 235 140 135 235 117,L5,II F16 H5 18 -4-8d 4-8d — 455 115 200 455 265= 100 _ 170 265 H6 16 — 8-8d 8-8d 950 — — — 820 — — — VZ 16 4-8d 2-8dx1Y2 8-8d 985 400 — — 845 345, — — 117,F16 H8 18 5-10dx1'/2 5-10dx1'/2 — 745 75 — 630 565 75 — 510 L5,L10,II F26 H10A Sloped 18 9-10dx11/ 9-10dxl1/ — 855 . 590 285 — 760 505 285 — 117,L5,II F25 H10A 18 9-10dx1'/2 9-10dx1Y2 — 11407 590 1 285 — 1015 505 285 H10ASS 18 9-SSN10 9-SSN10 — 970 565 170 — 835 485 170 — 170 H10AR 18 9-10dx11/2 9-10dx1'/2 — 1050 .490 285 — 1905 420 285 — H10S9-19 18 8-8dx11/2 8-8dx11A10 -8-8d 1010 660 215• 550 870 570 185 475 I; 1PI,II F25 H10A-2 18 9-10dx1'/2 ,910dxl1/2 — 1245 815 260 — 1070 - 700 225 — L18,F25 H10-2 18 6-10d '16-10d — 760 455 395 " — 655 390 340 — 117,L6,F16 H11Z 18 6-16dx2'/2 6-16dx2'/2 — 830 525 760 — 715 450 655 — 170 1 12-8dx1'/z 13-8d. — 1350' 515 265 — 1050 480= 245 H14 18 2 12-8dx1'/2 15-8d — 1350' 515 265 — 1050 480 245 — IP1,II F25 TSP 16 9-10dx1Y2 6-10dx11/2 — 740 310 190 — 635 265 160 — F26 9-10dx11/2 6-10d — 890 310 190 — 765 265 160 — 1.Loads have been increased for wind or earthquake loading with no Continuous Load Path,connections in the same area(i a truss to plate connector and plate to stud further increase allowed:reduce where other loads govern connector)must be on the same side of the wall See T-HTIECONPATH for more information 2.Allowable loads are for one anchor A minimum rafter thickness of 21/2" 7 Southern Pine allowable uplift loads for H10A=1340 lbs.and for the H14=1465 lbs. must be used when framing anchors are used on each side of the joist and 8 Refer to Simpson Strong-Tie®technical bulletin T-HTIEBEARING for allowable bearing on the same side of the plate(ex Iconnectors installed such that enhancement loads nails on oppPosite side don't interfere) 9 H1 IDS can have the stud offset a maximum of 1"from rafter(center to center)for a reduced 3 Allowable DF/SP uplift load forstud to bottom plate installation(See detail uplift of 890 lbs (DF/SP)and 765 Ibs (SPF) 15)is 390 lbs (H2 5A),265 lbs.(H2 5ASS);360 lbs.(H4)and 310 lbs (H8) 10 H10S nails to plates are optional for uplift but required for lateral loads For SPF/HFvalues multiply these values by 0 86. 11.Some load values for the stainless-steel connectors shown here are lower than those for 4.Allowable loads in the F1 direction are not intended to replace diaphragm the carbon-steel versions Ongoing test programs have shown this to also be the case with boundry members or cross grain bending of the truss or rafter members other stainless-steel connectors in the product line that are installed with nails Visit 5 When cross-grain bending or cross-grain tension cannot be avoided in the www.stronggtie.com/corrasion for updated information members,mechanical reinforcementto resist such forces may be considered 12 NAILS.16dx2Y2=0.162"dia x 21/2'long,10d=0148'dia x 3"long, 6 Hurricane Ties are shown on the outside of the wall for clarity and assume a 10dx1'/2=0148"dia x11/2'Iong,8d=0.131°dia x 21h°long,8dx1 22=0.131"dia.x11/2'long minimum overhang of 31/2' Installation on the inside of the wall is acceptable See pages 22-23 for other nail sizes and information. (see General Instructions for the Installernotes u on page 17) For uplift 13.SCREWS:Strong-Drive®SO#9x11/2(model SD9112)=0131°dia x 11/2'long(for the models marked with the orange flag only) Full table loads apply QQFi / '® w H1 Installation 1-12A Installation H2.5A Installation H2.5T Installation "k TSP Installation (Nails into both top plates) (Nails into both top plates) 0 oc 'fie. r i Air. U) Use a minimum F2 at two 8d nails N x'111 3,�• 8. I° - this side of truss . O jjljj. o° u (total four 8d ® %F H4 oe, nails into 6 H3 Installation Installation truss) 6 (Nails into upper top plate) (see footnote 3) H2.5T Installation t y Two nails plates.°II Into plates. m° Elght8d Fj ;p';• nails into 0 0 .kfi studs 0 H5 Stud ® ® n to Installation Plate ® H Stud to a nil H7Z'Installation H4 Installation H5 Installation (Nails into upper top plate) (Nails into both top plates) 197 Straps&Tiesr Tim • �,. � n ,9 1 , t «3•V t. Plate nails H10S � �� for lateral Ft � a rF2 r�' S;. loads only Installation H8 attaching ® stud to sll attaching Hjo[-joist to double ® H10A Field-Bent ng rafter to double Installation top plates (4-8d Into plate, top plates „ 5-8d into stud, .. - •:NGntmum. ® H14 Installation to FZ refer to footnote " ,Edge 'ti 3 for loads) double top plates °_`\"'� ed commons to AVOID A plates Fill one of ��threeholestoHl4 MISINSTALLATION .y fip D ° bottom flange Plate nails 4. for lateral ��� r F2 Minimum o loads only ' Ed vu H10-2 Installation °F ors�nca { (Hl 1Zsimilar) H10S Installation H10A ® qo with stud offset Installation H14 8dcommonstoheader H10A optional nailing connects shear blocking to rafter InstallationFlllallinreetdangle Do not make Use 8d common nails.Slot allows maximum field-bending up to a to double holes to straightened new holes or pitch of 6/12,use 75%of the table uplift load;bend one time only 2x header bottom flange overdrive nails! ---- ---- - ------ -------- - —- Considerations for Hurricane Tie Selection Hurricane Tie Installations to 1. What is the uplift load? Achieve Twice the load (Top View) 2. What Is the parallel-to-plate load? 3 What is the perpendicular-to-plate load9 Both connectors shall be same model. 4. What is the species of wood used for the rafter and the top plates? (Select the load table based on the lowest performing species of wood) 5. Will the hurricane tie be nailed Into both top plates or the upper top plate only? 6. What load or loads will the hurricane tie be taking? Wall Wall Wall Top Plate Top Plate When a connector is loaded simultaneously in more than one direction,the - Top Plate allowable load must be evaluated as shown here.For all connectors use the - following equation. Design Uplift/Allowable Uplift+Design Lateral Parallel to Plate/ E ° _ •_ Allowable Lateral Parallel to Plate+Design Lateral Perpendicular ,; .= aa, :'• p to Plate/Allowable Lateral Perpendicular to Plate<1.0. k,` 11, , ? ~ The three terms in the unity equation are due to the possible directions that exist r a21 to generate force on a connector.The number of terms that must be considered for I w C simultaneous loading is at the sole discretion of the Designer and is dependent on their method of calculating wind forces and the utilization of the connector within I the structural system Install diagonally across Products can be on the Nailing into both sides of y As an alternate,certain roof to wall connectors(embedded truss anchors,pages i from each other for same side of the wall a single ply 2x truss may z 180-181,seismic and hurricane ties,pages 196-198,and twist straps,pages > minimum 2x truss provided they are cause the wood to split 202-203)can be evaluated using the following.The design load in each direction ' a , shall not exceed the published allowable load in that direction multiplied by 0.75. configured as shown 7. Select hurricane tie based on performance,application,installed cost w and ease of installation. z 0 4t � The VB provides lateral resistance force at the bottom of beams 2'k"Min N when Installed approximately 45°or more to the vertical plane. s MATERIAL:12 gauge FINISH.Galvanized Hanger INSTALLATION:•Use specified fasteners.See General Notes not shown •16-N54A fasteners are included with the brace. { CODES:See page 12 for Code Reference Key Chart. Six N54A ---_-__ Nails Model H L Fasteners Allowable Tension Loads' Code, #° No. (Beam Depth) (Total) Floor(100) Roof(125) Rei. r G One N54A ;,. , VB5 10"-15" 5' 16-N54A 990 1240 _ �>. in each tab VB7 15"-221/x" 7' 16-N54A 990 1240 VB8 22'/z"-28'/z" 8' 16-N54A 990 1240 115,L7 € Two N54A VB10 28'/2"-36" -10' 16-N54A 990 1240 II Accommodates in seat beam widths of VB12 36"-42" 12' 16-N54A 990 1240 31/6"to 103W 19S 1 Roof loads have been increased 25%with no further increase allowed Typical 1113 Installation stra,ps- T, Twist straps provide a tension connection between two wood members.They resist uplift at the heel of a truss economically l-TS/MTS have a 2"bend section and HTS has a 33/4"bend section that eliminates interference at the transition points -11-Typ between the two members. LTS12 MATERIAL.LTS-18 gauge;MTS-16 gauge,HTS-14 gauge (MTS and to,, FINISH:Galvanized.Some products available in stainless HTS similar) steel and ZMAXII coating;see Corrosion Information, 1Y pages 13-15. L INSTALLATION: •Use all specified fasteners.See General Notes. •LTS,MTS and HTS are available with the bend reversed.Specify'-REV"after the model number, such as MTS16-REV CODES:See page 12 for Code Reference Key Chart. These products are available with additional corrosion protection Additional products on this page may also be available with this option,check with Simpson Strong-Tie for details. Pr These products are approved for Installation with the Strong-Dave® 15. SD Connector screw See page 27 for more information. Fasteners DF/SPAllowiible 'SPF/HF Allowable Uplift Loads Uplift Loads Model L Code 10d lgdxllhl" 10d 10 dx11/2 Ref. N 0. 10 dxl 1/2 10d (160) (160) (160) _(150) F1W LTS12 12 12-1 ad 12-10dx-11/2 775 720 665 620 J 11A' 1 4 LTS16 16 12-10d 12-10dx-11/2 775 720 665 620 117, MTS30 HTS30C LTS18 18 12-10d 12-10dx-11/2 775 720 665 620 L6,F16 (HTS30 similar) (MTS30C similar) LTS20 20 12-10d 12-10dx11/2 775 720 665 620 'MTS12 12, 14-10d 14-10dxll/, 1000, fOOO 860-' 860 117,L5, MTS1 6' 16 14-10d 14-1 6dx1 1/2 1000 1000 860 860 L6,F16 MTS18 18 14-10d 14-10dx-11/2 -1000 1000 860 860 117,L6,F16 ''MTS20 20 14-10d 14-10dxil/2 1000 1000 860 860 117,L5,1-6,F16 MTS30' '30 14-10d, 14-10dxll/, 1000 1000 '860 860 117,L6,F16 MTS24C 24 14-104 14-10dx11/2 1000 1000 860 860 F26 MTS30C 30 14-10d 14-10dx11/2 1000 1000 860 860 HTS1 6 16' 16-10d :16-10dx11/2 1260 1150 1085 990 ca HTS20 20 20-10d 24-10dx11/2 1450 1450 1245 1245 HTS24 N f 20-10d 24-1 0dx1 1/2 '1450 1450 1245 1245 cc 117,L6,F16 `HTS28' 1,20--10d' 24 -10dxll/,, 1450 1450 1245 1245, — MTS Installation as a -'HTS30 36 26-10d 24-10dx-11h 1450 1450 1245 1245 Truss-to-Top Plate Tie HTS30C 30 20-10d 24-10dx-11/2 1450 1450 1245 1245 1.Loads have been increased for wind or earthquake loading with no further increase allowed,reduce where other loads govern. 2.LTS12thru LTS20,MTS16 through MTS30,HTS24through HTS30C cc (except HTS30)have additional nail holes. 3.Install half of the fasteners on each end of strap to achieve full loads 4.All straps except the MTS30 and HTS30 have the twist in the center n of the strap. 5.Twist straps do not have to be wrapped over the truss to achieve the load. 6.May be installed on the inside face of the stud. 7.Allowable lateral loads are F1=75 lbs.and F2=125 lbs when the following installation requirements are met.The first 7 nail holes each side of the bend must be filled with 10dxll/2minimum nailsF2 '4 All additional fasteners may be installed in any remaining strap holes. B.NAILS:1 Od=0148"dia x 3'long,1 0dx1 1/2=0148'dia x 11/2'long See pages 22-23 for other nail sizes and information o Typical MTS30 MTS30 Installation Installation with I-joist Rafter M2 es;Straps&-Ti ` ' MY ED The larger LTP5 spans subfloor at the top of the blocking 111601/164 1 11r� jihs, 4th■�►� or rim joist.The embossments enhance performance. The LTP4 Lateral Tie Plate transfers shear forces for top 0 - o a plate-to-rim joist or blocking connections.Nail holes areE ° 3' o spaced to prevent wood splitting for single and double top 0 plate applications.May be installed over plywood sheathing. o ° 0 = I , The A35 anchor's exclusive bending slot allows instant, 111 5% accurate field bends for all two-and three-way ties.Balanced, ` 0 a E�ijE completely reversible design permits the A35 to secure a { ° y eg+° �Notip 12' great variety of connections. A34 0 MATERIAL:LTP4/LTP5-20 gauge;all others-18 gauge 9" @ m e 0. I `� FINISH:Galvanized.Some products available In stainless steel r— oP or ZMAr coating;see Corrosion Information,pages 13-15. ° LTP4 INSTALLATION'•Use all specified fasteners See General Notes j °. °_ A35 LTP5 •A35—Bend one time only. m CODES:See page 12 for Code Reference Key Chart. i ° �TcpNE�m at/<° c These products are available with additional corrosion protection Additional products on this page may also be available with this option,check with Simpson Strong-Tie for details Fs; LT ° These products are approved for installation with the Strong-Drive® 1 SD Connector screw See page 27 for more information Joists to Plate Studs to Plate DF/SP SPF/HF, with A Leg Inside with B Leg Outside INodel Type of Fasteners Direction Allowable Loads Allowable Loads Code No. Connection of Load Floor Roof Floor Roef � Ref. (100) (125) (160) _(100) (125) (160) A34 Q 8-8dx1'/2 F1 395 485 515 340 415 445 F25 395 455 455 340 390 390 "' N Q 9-8dx1/2 Al,E', 295 365 395 255 315' ,340 C1 210 210 210 180 180 180 IP1, L5 ' Ap 295 365 380 255 315 325 L18, ® A35 ❑3 12-8dx1t/z C2 295 365 370 255 315 320 F13 Joists to Beams Ceiling Joists to Beam '0 230 230 230 200 200 200 2 8dx1'/z F1 595 695 695 510 600 600 ® 1 F2' 595 670 670 510 575 575 �Fi „tA1 G 580 670 670 500 570 575 LTP4 ❑5 12-8dxit/z 114, ;; , ;<. Ct ': • „ 5 H 580 600 600 500 515 515 L5,F13 z , 0° ,; `` °'`�► . G 580 620 620 500 535 535 IPi, LTP5 © 12 8dxit/z H 545 1 545 545 470, 470 470 L18,F25 F2 �3 °" W q 1 Allowable loads are for one anchor When anchors are installed on each side of the joist, ❑ °° the minimum joist thickness is 3°. 1 A34 F21 A35 h 2 Some illustrations show connections that could cause cross-grain tension or bending z of the wood during loading if not reinforced sufficiently.In this case,mechanical �f t reinforcement should be considered yl a 3.LTP4 can be installed over%"wood structural panel sheathing with 8dx11h nails o o and achieve 0 72 of the listed load,or over 1/2'ant d achieve 0.64 of the listed load 2 `fY; 8d commons will achieve 100%load 02 4 The LTP5 may be Installed over wood structural panel sheathing up to t/2 thick using 8dx11/nails with no reduction in load 5.Connectors are required on both sides to achieve F2 loads in both directions. 6 NAILS:8dx1'/z=0.131°dia x 1 t/z°long F2 0 See pages 22-23 for other nail sizes and information. �3 A35 ®A35 t2 0 N LTP4 attaching Top Plates to LTP4 Installed over Rim Joist ' Chimney Framing 0 Wood Structural _ © LTP5 Installed over Woad Panel Sheathing X06 Structural Panel Sheathing Jab Truss Truss Type Qty ply SMP 212 70777 IHM344409 HINGE MONO 41 - Fiat Raised Roof-26'-28'-50175 Universal Forest raducls Inc,Grand Rapids,MI 49525,Mike Patten 7.430 a Jul 25 2013 M7ek industries,Inc.Tue Dec 10 07:54'44 2013 Page 1 of 2 i3-9-4 o,yA REACTIONS SMHtBE 3 MixHorz4=-181(LC 14),7=532(LC 9) Max Upldt5=566(LC 9),7=•372(LC 9) = 2 Max Grav 5=736(LC 18),7=1308(LC 18) 7.00 12 15 A �3A w110 0 0 2-0 7 Cantilever 034 Opt. 1 5 cc Cut-off A Alt,Cantilever Details H 0-5-0 6o� 3 H MTH18E 3-0 Opl, 1 Curt-off = 1x3 a , H, — 11 10 bT REACTIONS MaxHorz8=532(LC9),4=-181(LC 14) b Max UpUI8=-248(LC 9),5=-612(LC 9) 0.9-4 Max Grav8=1126(LC 16),5=917(LC 18) 7 6 S 4x8 11 3,5x5,Z,L 1x4 11 6x10 MT16 II 1 2-2-0 t 5-5-12 1 6-0.0 O 11_8 13.9-0 Plate Offsets Xyl: N,0.2-0.Edge1 f2 0.0-0,0-1-01.15 A-9.0-11-161,(6,0-2-4,0-0-81.r7."-5,0.i-21,18:0-3-15.0-3-61,19:0-3.2,0.2.81 SPACING: SPACING:14,0. SPACING:1-" DEFL In (lac) Well Ud PLATES GRIP LOADING(psQ LOADING(psQ LOADING(psQ Plates Increase 1.15 TO 0.64 Vert(LL) -0,06 6 >999 240 MT20 1971144 TCLL 38,5 TCLL 67.8 TCLL 77.0 lumber Increase X1,15 ac 021 Vert(TL) -0.13 6 >999 180 MT16 1161127 (Ground Snow-60.0) (Ground Snow=75,0) (Ground Snovr-100,0) Rep Stress Incr YES WB 0.40 Horz(TL) 0,01 5 n1a n1a MT18HS 1971144 TOOL 10,0 TOOL 16.0 TCDL 20,0 Code ISC2003ABC20061 (Matrix) Weight 114 lb BCLL 00' BOLL 0,0' BCLL 0,0' IBC2009/TP12007 FT=0% BCDL 100 BCDL 15.0 BCDL 20.0 LUMBER BRACING TOP CHORD 2x8 SP DSS'Except* TOP CHORD Stnlcturai wood sheathing directly applied or 5.10.10 oc purlins, except end IN T2,2x4 SPF No.2 verticals. 1307 CHORD 2x8 SP No,i BOT CHORD Rigid ceiling directly applied orb-0-0 oc bracing. WEBS 24 SPF Stud'Except' WEBS 7 ROW at mldpl 5-9,2-10 W3'2x3 SPF No.2,W6,2x8 SPF No,2,W5:2x4 SPF Stud,W1:2x10 SP No 2 st+LAAA_+dx REACTIONS (Iblslze) 8=8441033 (min.0.1-12),5=694103-6 (mtn.0-1.8),4=-01Mechanical � `���Uf rrl/1tS61 1"t Max Horz 8=532(LC 9),4=-181(LC 14) Max Upline=-248(LC 9),5=.612(LC 9) r li Max Grav 8=1 1 26(LC 18),5=917(LC 18) Kk�1IN v' u' W FORCESQb)-MaxmumCompression/MaximumTension �}{cIVI �(a TOP CHORD 5-10=-8391594,8-9=-12091170,1-9=-70391293,1-12=333/0,2-12=-35913,2.3=-355!101,3-4=-219H14 � GI�It- U+ BOT CHORD 6-13=-756/106,13.14=756/106,14.15=-756/106,7-15=-7561106,6-7=-409/642,5-6=-0091542 01"10.r)?.)900 WEBS 9-11=-1961326,5-11=5011329,2-10=-8041626,7-9=01686,6.11=28/47 rtIZ7 _ REQUIRED FIELD JOiNT CONNECTIONS' -Maximum Compression(Ib)/Maximum Tension(Ib)/Mardmum Shear(Ib)/Maximum Moment 3=289/109112310,10=864/626/278!0' NOTES 1)Dado-03-14 length x0.0-12 deep dado,0 and 0-9-0 to left edge from joint 8 an lhe,bollom face. ��� 2)Wind ASCE 7-05;120mph @241n o.c;TCDL=3.Opsk BCDL=3.0psf;(All.147mph @i6in o,c;TCDL=4.5ps1;BCDL=4.5psQ,(Aft.150mph'@12in o.c,; TCDL=6.Opsf,BCDL=6.Opsf);h=3M Cat.11;Exp C;enclosed,"MWFRS(low-rise)gable end zone and C-C Exterior(2)zone;cantilever left exposed:end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate gnp DOL=1.60 3)TOLL:ASCE 7-05,Pg=50.0 psf(ground snow);Ps=38.6 psi(roof snow);Category 11,Exp C;Parbatly)Exp.,,Ct=1.1 4)Roof design snow food has been reduced to account for slope E-signed by Kevin Freeman 5)Unbalanced snow bads have been considered for this design. 6)This truss has been designed forbaslc load combinations,which Include cases with reductions for multiple concurrent Eye loads. I'flYli*j�� 7)All plates are MT20 plates unless otherwise Indicated, 04'-01A W E 44!'* $) See BEH18 DETAILS for plate placement. 41 �REG 9)Provisions must be made to prevent lateral movement of hinged members)during transportation. <10)Ali additional member connections shall be provided by others for forces as indicated, i� ftti)This truss has been designed fora70.0psfbottom chordlore load nonconwrrent viii(any other Gve bads, ��U P �'� 12)`This truss has been designed for a five Mad of 20,Dpsf on the bottom chord in act areas where a rectangle 33-0 tell by 2-0-0 wide will fit between the bottom chard and mehanicalother menectio P ) p ) KEVIN f� EMAN-q+ 13)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2481b uplift at oln(8 and 612 Ib uplift.al joint 5, 14)Forty of member 9-1 has been changed, 15)This truss has been designed In accordance with the 2009 IBC Section 2303A,B,2009 IRC 5ecuon 802,10.2. 16)In the LOAD CASE(S)section,loads appled to the face of the truss are noted as front(F)or back(B). 17)This truss has been designed in accordance with the 2006113C Sec 2303.4,2,2006 IRC Sea 802.10.2 PE•054541•E 18)This truss has been designed to meet the 2003 IBC Section 2308.10.7,1;20D3 IRC R802.10,2 ,(. 19)Take precaution to keep the chords in plane,any bending or twisting of the hinge plate must be repaired before the building is put into service. 'V 'Jfifil The professional engineering sea(Indicates that a licensed professional has reviewed the design under the,standards referenced within this document, 12117/2013 not necessarily the current slate building code.The engineering seal Is not an approval to use in a specific state.The final determination on whether a truss design Is acceptable under the locagy adopted building code rest with the budding official or designated appointee. A WARNING -Verify design parameters and READ NOTES U(61OYalForestProducts,Inc. 2801EASTBPIDS, 1RD,NE PHONE(616}364-6161 FAX(616)-365.0060 GRAND RAPIDS,MI 49525 This building component has only been designed for the bads noted on this drawing-Construction and GNrtg farces have not been considered.The builder Is responsible for fitting methods and system design, Builder responslbiGties are defined under TPI1,Thls'deslgn Is based only upon parameters shown,and Is for an individual building component to be Installed and loaded vertically.Applicability of design parameters and proper incorporation of component Is resporisibTty of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to insure slablGty during construction is the responsibility of the erector,Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and brgcing,consult BCSI 1-06 from the Wood Truss Council of America and Truss Plate institute Recommendation available front WTCA,6300 Enterprise LN,Madison,WI 53719 J:lsupportVAltekSuppltemplateslUfp.tpe©copyright 2013 by;Universal Forest Products,Inc. ItAsin—i LJ—mac Ing 9/f17mn1A A 9 A a Job Truss Truss Type Qty Ply SMP 212 70777 HM344409 HINGE MONO 1 1 141 - Flat Raised Roof-26'-28'-50175 Universal Forest Products Inc.,Grand Rapids,MI 49525,Mike Patten 7.430 a Jul 25 2013 M7ek fadusldes,Inc.Tue Dec 10 07.,54A4 2013 Page 2 of 2 21)The field-Installed members are an Integral part of the truss design,Retain a design professional to specify final field connections"and temporary supports. All field-Inslalled members must be property fastened prior to applying any foad,ng to the truss,This design anticipates the final set posluon. 22)Based on HM344406 23)Updated lumber r The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document, not necessarily the current state building code.The engineering seal Is not an approval to use In a specific stale,The final determination on whether a truss design Is acceptable under the Iocaty adopted building code rest with the building official or designated appointee. ® WARNING -Verify design parameters and READ NOTES Universal Forest Products,inc. 2801 EAST BELTLINE RD,NE PHONE(616)-364-6161 FAX(616).365-0060 GRAND RAPIDS,MI49525 This building component has only been designed for the bads noted on this drawing. Construction and lifting forces have not been considered,The builder Is responslble for Wrig,methods and system design. Builder responsibilities are defined under TPi1.This design Is based only upon parameters shown,and Is for an individual building component to be installed'and loaded vertically.Appkabipty of design parameters and proper Incorporation orcomponent is responsibility of bolding designer-not truss designer,Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult SCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available from WTCA.6300 Enterprise LN,Madison,WI 53719 J:LsupporMditehSuppUemplatestufp.lpe©copyrlgl112013 by.,Universal Forest products,Inc. Mrtnry WnmaQ Ind_ 2/07/2014 4.2.8.b UNIVERSAL FOREST PRODUCTS, INC. Job Truss Cuslomer MFG 70777 HM344409 SMR 212 The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document,not necessarily the current state building code.The engineering seal is not an approval to use a design In a specific slate.The final determination on whether a truss design Is acceptable under the locally adopted building code rest with the building official or designated appointee. Ot,pCO rgri1,,, •...,.NMF'•,, W•„ IAF pf lit-_w yq'tt. ��0� ►� ,w�-O t� K N W.MA * �• 2 • 9 r tx ••.. ENS;.• ����• OP DO".. 0NA by ,,,! �'`S�(7AjAL�� `9OFESSIO�P Gorpbrate Engineering Muncv R&I `i LBeltline,NE Grand Rapids, Mi `21 10�1�436 (61G) 364-6161 Fax(616) 365-0060 4.2.8.c NYS Permit Submittal for 120 3sg High-Wind Job #32099 02/09/16drm Builder: Customer: Turn Key Finn Name: Name: Site Address: 540 Medwood Rd treet Cutchoggue, NY 11935 I own, State, Zip: Muncy Homes, Inc. 1567 PA Route 442 East PO Box 325 12® PH XSECON® BUST Muncy, PA 17756 Contact. Darryl Mincemoyer Engineering dmincemoyer(a-.premier-builders.com NY Approval Number: M 1387-02-070 Expiration Date: Dec 15, 2016 NYS High-Wind Submittal Index Index: NY Design Specifications-Attachment- 1 Design Specifications-Attachment-2 (1 sty sw& mw opening hdrs) Referenced System Calc pgs Area Site Map NYS "Notice of Approval" letter for system approval NY PE calculations NY PE calculation summary Fastener Cut Sheets REScheck Compliance Certificate & Checklist NYS "Truss ID Notice" Truss Manuf. Details System Drawings Cover Sheet - 1 a Floor plan(s) High-wind plan(s) Factory Shearwall and Connection Summary Electrical plan(s) Foundation layout Elevation(s) Warning: It is a violation of the NYS Education Law Article 145 for any person, unless he is acting under the direction of a licensed Professional Engineer, to alter this item in any way. NY Design Specifications - Attachment-1 02/09/16drm Home [dent. (Job No.): 32099_000 Site Location: Cutchogue, NY 11935 Suffolk Co. Design Loads: Ground Snow Load: See floor plan Seismic Category: B Wind Speed: (3 Sec. gust) 120 Floor LL: (Liv'g/Slp'g) 40/30# Floor DL: 10# Applicable Bldg Codes: 2010 Residential Code of NYS NYS Energy Compliance Thru Rescheck 2008 NEC Occupancy Classification: 1 Family Detached Construction Type Classification: Wood Framed Unprotected Index of Addtl. Specific Dwgs: Floor Plan Foundation Truss Detail(s) Electrical Plan (4)Elevations References: Window/Door Schedules- System Dwgs. Sht 3c Calc. Manual-35 thru 90 GSL Design Sidewall Studs- Pg 6.1.1.a Marr. Wall Studs-Pg 6.3.1.a Floor Joist- Pg 4.1 a 'The plans and specifications of this permit set are derived from and consistent with the plans and specifications associated with the approval on file with the Dept. of State, which were approved on Dec 10th, 2010 under system#M1387-02-070 Attachment- 1 Warning: It is a violation of the NYS Education Law Article 145 for any person, unless he is acting under the direction of a licensed Professional Engineer, to alter this item in any way. Design Specifications - Attachment 2 35 Ground Snow- 28 Wide - Ranch/R.Ranch - 5-7/12 Exterior Header Schedule Symbol Header Max. Span Calc Ref A 3-2x6 SPF 2/1 6'-8" 12.1.1.k B 3-2x8 SPF 2/1 8'-5" 12.1.1.k C 3-2x10 SPF 2/1 10'-4" 12.1.1.k D 3-2x12 SPF 2/1 12'-0" 12.1.1.k E 3-1.5"x5.5" LVL 8'-10" 12.1.1.o-- F 3-1.5"x7.25" LVL 11'-8" 12.1.1.o G 3-1.5"x9.25" LVL 14'-10" 12.1.1.o H 3-1.5"x11.25" LVL 18'-1" 12.1.1.o Marr Wall Header/Beam Schedule Symbol Header Max. Span Calc Ref 1 1-2x4 SPF 2/1 2'-7" 12.1.4.c 2 1-2x6 SPF 2/1 3'-9" 12.1.4.c 3 1-2x8 SPF 2/1 4'-9" 12.1.4.c 4 1-2x10 SPF 2/1 5'-10 12.1.4.c 5 1-2x12 SPF 2/1 6'-9" 12.1.4.c 6 1-1.5"x9.25" LVL 10'-0" 12.1.4.8 7 1-1.5"x11.25" LVL 12'-1" 12.1.4.8 8 1-1.5"x16" LVL 16'-9" 12.1.4.g 9 1-1.5"x18" LVL 18'-8" 12.1.4.g 10 1-1.5"x20" LVL 20'-7" 1'2.1.4.g 11 2-1.5"x16" LVL 23'-2" 12.1.4.o 12 2-1.5"x18" LVL 26'-1" 12.1.4.o 13 2-1.5"x20" LVL 29'-0" 12.1.4.o Attachment-2 2-12-14dm Warning: It is a violation of the NYS Education Law Article 145 for any person, unless he is acting under the direction of a licensed Professional Engineer, to alter this item in any way. STATE OF NEW YORK DEPARTMENT OF STATE ONE COMMERCE PLAZA ANDREW M. CUOMO 99 WASHINGTON AVENUE GOVERNOR 'ALBANY,NY 12231-0001 CESAR A. PERALES WNW.DOS.NY.GOV SECRETARY OF STATE IOTICE OF APPROVAL This notice serves to inform the local Code Enforcement Official that the New York Department of State(DOS)has reviewed and approved plans, as authorized pursuant to 19 NYCRR Part 1209, Regulation and Fees for Factory ,Manufactured Homes, to allow the construction of single family homes, two family homes, and/or other modular buildings or components ,in compliance with the State Uniform Fire Prevention and Building Code, as described herein: Manufacturers Name: Muncy Homes, Inc. 1567 PA Route 442 East P.O. Box 325 Muncy, PA 17756 Building Description: Detached One and Two-Family Dwellings and Multiple Single-Family Dwellings (Townhouses) Approval Number:, New System Number: M1387-2015-021 Modifications to: Previously Approved System of Models M1387-02-070 Applicable Code: Residential Code of New York State 2010 (RCNYS 2010) Expiration Date: December 15, 2016 Maximum Ground Snow Zone: 90 PSF Seismic Design Category: A, B, C, DO Basic Wind Speed: 120 MPH Maximum Exposure Category. A, B, or C DOS Contact Person: Edmund F. Girzone, R.A. Additional Conditions: None Approval Date: February 20, 2015 Ronald Plester, AIA Director A copy of this Notice of Approval shall accompany'all plans and specifications submitted as part of a permit application.'Plans should not require a DOS seal provided the registered design professional references the approval number and certifies that the plans and specifications conform to the plans and specifications approved by and.on file with the DOS. The following statement may be used to provide this certification: "The plans and specifications of this permit plan set are derived from and consistent with the systems set of plans and specifications approved and on file with the Department of State, which were approved on February 20, 2015 under systems number M1387-2015-021'' The approval identified above is limited to all construction that takes place iii the factory, Site related work including installation and connection of the building and/or components,foundations,mechanical connections,stairs,decks,etc.is the,responsitiility of the Code Enforcement Official.The presence of the insignia of approval shall be presumptive evidence that the factory manufactured home or component complies with the provisions of the 2010 RCNYS.If the code enforcement official believes that any factory manufactured component is in violation of one or more provisions of the RCNYS,he/she should contact the DOS for further review and/or determination. STEW IF RIC STATE OF Department OPPORTUNITY. of State CENTER GIRDERS See P.D.S., Supplement#3, Section 3.5. Effective Width b-2 N.A. Girders I I I I I I ' Column Spacing I I Li I I I I I I Notes: 1- Modules are constructed with the subfloor glued and mechanically fastened to the joists and girders. In addition,the girders are mechanically fastened to each other in the factory and bolted together at the construction site. The girders are not acting alone in resisting the axial loads, but in conjunction with the rated subfloor material. 2- The splices in the girders are located a minimum of 2 feet apart on each module. The location of the girder splices in relationship to the columns is not critical and does not compromise the structural integrity of the unit. Warning: It is a violation of the NYS Education Law Article 145 for any person, unless he is acting under the direction of a licensed Professional Engineer, to alter this item in any way. Mnnr_v Hnmes_ Inr 11/16/2009 SUMMARY OF FIRST FLOOR GIRDER SPANS Unit Width: 28' Pg= 35 psf Type of Unit Ranch Snow Live Load: 40 psf Number of Stories: 1 Number Size Species, Grade Maximum Span 4 2x8 SPF#2/#1 79 1/4" (6' -7 1/4") 4 2x8 SYP#2 84" (7'-0") 4 2x10 SPF#2/#1 95" (7'- 11") 4 2x10 SYP#2 98 1/2" (8'-2 1/2") 4 2x12 SPF#2/#1 108 3/4"(9' -0 3/4") 4 2x12 SYP#2 114" (9' -6") 6 2x8 SPF#2/#1 93 1/2" (7' -9 1/2") 6 2x8 SYP#2 98 1/4" (8' -2 1/4") 6 2x10 SPF#2/#1 112 3/4"(9'-4 3/4") 6 2x10 SYP#2 116 1/2"(9'-8 1/2") 6 2x12 SPF#2/#1 129 3/4" (10'-9 3/4") 6 2x12 SYP#2 135 112"(11'-3 1/2") 4 1 1/2"x 7 1/4" Microllam 89 1/2" (7' - 5 1/2") 4 1 1/2"x 9 1/4" Microllam 114" (9' -6") 4 1 1/2"x 11 1/4" Microllam 138 3/4" (11'-6 3/4") 6 1 1/2"x 7 1/4" Microllam 103 1/4" (8' -71/4") 6 1 1/2"x 9 1/4" Microllam 131 3/4" (10'- 11 3/4") 6 1 1/2"x 11 1/4" Microllam 160" (13' -4") Notes: I 1- The Deflection Limit is 360 2- Spans are Based on Using a 1/2"x 6" or 9"x 12" Minimum Steel Plate on Top of a Steel Column in Basement Provided by the Builder. 3- Equal Or Better Material May Be Used. o Warning: It is a violation of the NYS Education Law Article 145 for any person, unless he is acting under the direction of a licensed Professional Engineer, to alter this item in any way. Muncv Homes. Inc 11/16/2009 JOB PRE-32099 SHEET NO. 1 OF 44 David E. Billingsley, PE CALCULATED BY DB DATE 2/14/2016 217 East Main Street•Middleburg,PA 17842 CHECKED BY DATE Phone(570)837-0577•FAX(570)837-0585 71 Design Criteria Listed connections to foundation/piling system must be reviewed by the foundation/piling design engineer. Foundation/piling engineer must verify the listed connections are appropriate with acutal foundation/piling system. Foundation/piling engineer may specify alternate connections that meet the required loads. Warning: It is a violation of the NYS Education Law Article 145 for any person unless he is acting under the direction of a licensed Professional Engineer, to alter this item in any way. Location: NY 120mph Exp C or less Building Description: Residential One Story Modular Wood Frame Construction �y'�17 •`a rvi,`I'�'x,� `+tea Codes: "� x sy "9A y2G , 2010 New York Residential Code 2005 NDS 02/23/16 ASCE 7-05 Building Importance Category: II Seismic Criteria Seismic Design Category(SDC) B Short period design spectral response acceleration (SDs) 0.32 Seismic Importance Factor 1.00 Basic Wind Speed Vasd = 120 mph Exposure= C Wind Exposure Adjustment Factor= 1.21 Wind Importance Factor 1 00 Snow•Load Ground Snow Load= 35 psf Snow Importance Factor 1.00 JOB PRE-32099 SHEET NO 2 OF 44 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE Design Criteria Cont. Floor Diaphragm Aspect Ratio Length of side (L1)(house width) = 27.5 ft. Length of side(L2)(house length) = 66 ft. L2& L, = 1'2','4 :1 < 3 :1 OK; Max Mean Roof Height= 15 ft. Exposed Foundation Height= 2 ft. Roof Framing Span (Horizontal Projection) = 13.75 ft. Roof Framing Spacing = 16 in. o.c. Roof Overhang Length= 1 ft. _ Roof Slope= 7 .12 ! Roof Diaphragm Aspect Ratio '; F '?`"t t•I � Length of side (L1)(width) = 27;5,, ft. Length of side (L2)(length) = 66ft. 02/23/16 Roof/Ceiling Assembly Dead Load = 15 psf Roof Framing Type= Truss Truss'ID#`� HM585820 & HM344409 Max Uplift at Marriage_Wall, - 612 lbs per truss Max,Uplikat Sidewall Wall = 325 lbs per truss JOB PRE-32099 SHEET NO 3 OF 44 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE Design Criteria Cont. 1st Story Loadbearing Wall Height= 8 ft. Wall Stud Specifications = 2x6 SPF#3 Wall Stud Spacing = 16 in. o.c. Shearwall Segment Aspect Ratio 1 st Story Shearwall Height= 8 ft. OSB-PLY GYP 1st Story Minimum Shearwall Length = H /3.5= 2.29- ft; H/1.5 = 5.33 ;ft. 1st Story Wall Length Available for Full Height Sheathing Bline 1: 17.40 ft. Lline A 46.00 ft. Bline 2 21.25 ft. Lline B 40.50 ft. 1st Story Maximum Unrestrained Opening Height Hline 1: 66 in. Hline A 84 in. Hline 2 66 in. Hline B 84 in. ; 02/23/16 JOB PRE-32099 SHEET NO. 4 OF 44 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE Uplift Connections Building Width = 27:5 1 ft Roof Framing Spacing = 16 , in. o.c. Roof/Ceiling Assembly Dead Load = 15 psf Roof Span = 13-761A Amount of load to be subtracted per Story= {[(Unit Width/2)x Floor/Roof Dead Load]+Wall Dead Load}x 0.6 _ { [(1.3.75,ft / 2) x 10 psf] + 60 'plq x 0.6 77 plf 3 Sec Gust Wind Speed = 120 mph Vertical Design Wind Pressures See pages 13A thru 13C for pressure calcs. Windward Uplift Pressure= 25169 psf Leeward Uplift Pressure= '25.I Q9 psf Overhang Wind Uplift Pressure= 38:4'86• psf Roof to 1st StoryWall Connection Load = "244, plf Y•i� F�° °s:.+ w 4A.,i..#Jt Fr,°'l,nnx`*•`•'q 02/23/16 1st Story Wall to Foundation Connection Load = 244 'plf - 77 plf= 167- plf JOB PRE-32099 SHEET NO. 5 OF 44 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE Uplift Connections(cont'd) Main Building Connection Design Connections to transfer uplift loads from the roof assembly to foundation must maintain a continuous load path. Use structural connectors to provide the required connection. Alternate connection methods may be used, if they are satisfactorily proven to resist the calculated loads. Roof Truss to Wall Stud Connection Connector: Simpson Strong-Tie MTS18 Fastener: (6) 0.148inx1.5in nails each end Allowable Load= 737 Ib Req'd Uplift Req'd Provided Load Spacing Spacing 244- 'plf 36 in. 32 in. 02/23/16 JOB PRE-32099 SHEET NO 6 OF 44 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE Uplift Connections(cont'd) 1st Story Wall Stud to Floor Band Connection Connector: 7/16".OSB/PLY overlap floor rim joist min. 3" Fastener: 0.131 in x 2-1/2in nails Must Use Nails in Higher than Seismic Zone C Lateral Value= 96 lbs per fastener Use 2 rows of fasteners along bottom edge of panel -stagger spacing between rows Req'd Uplift Required Load Spacing line_A 167, 'plf 6 in. o.c. line_B 167. plf 6 in. o.c. line_1 344 plf 6in. o.c. line-2 .'252', Of 6 in. o.c. Ile � 35 < 4 t jI \\ J s ✓py nP 02/23/16 JOB PRE-32099 SHEET NO. 7 OF 44 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE Uplift Connections(cont'd Design 1st Story Module to Sill Plate Connection Assume Typical 1 st Story Module to Sill Plate Connection made with Connector: 7/16" OSB/PLY overlap sill plate 1.5" Fastener: 0.131 in x 2-1/2in nails Must Use Nails in Higher than Seismic Zone C Lateral Value= 96 lbs per fastener f Use 1 row of fasteners along bottom edge of panel Floor Band to Sill Plate Connection Req'd Uplift Req'd Load Spacing line A 16T,' plf ;';,'6 ,,in. o.c. line_B 167 - plf 6- in. D.C. line-1 344,.-:j plf 3: In. o.c. line_2 252 „j plf C4 - In. o.c. i¢3 qi �rt3� s ?k t 02/23/16 ' i JOB PRE-32099 SHEET NO 8 OF 44 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE -Single Shear Staple Capacity w/min. 1" penetration "Other Dowel-Type Fasteners" D = 0.063''in Diameter is = 0.4375 in Side member thickness Fyb = 100000 psi Dowel bending yield strength tm = 1 in Main member penetration Rd = 2.2 Reduction Term-See Table 11.3.1 B Ss = -OSB/PLY Side member species Re = 0.7791;= Fem/Fes Ms = SPF Main member species Rt = 2.2857'= Im/Is SG = 16 Staple Gage Im = ! ,1 in main member dowel bearing length CD = 1.6 Load Duration Factor IS = .;,0.'4375-in side member dowel bearing length Fem = 3350 psi main member dowel bearing strength Fes = 4300 psi side member dowel bearing strength Staple Capacity: Table 11.3.1A Yield Limit Equations: Zstaple=2 Legs x Zmin Mode Shear Zstaple= 40.4 lbs Im Zlm= D X Im x Fem x CD = 153;.5 Ib Rd Is ZIs= D x IS x Fes x CD = 86.2 lb xv, -A II ZII= ki x D x IS x Fes x CD = --54.5; „ Ib ii } _ •{ � Rd III Z = k x D x l x F x C = 56.3, Ib M Illm 2 m em D (1+2Re)X Rd 02/23/16 I ' IIIc ZIIIs= k3 x D x IS x Fem x CD = 33,6 Ib (2+Re)x Rd IV Zlv= D2 x 2 x Fem x Fyb (112) = 20.2 'Ib Rd 3x(1 + Re) - Minimum Shear, Zmin = 202 ' alb Notes: K, _ [Re+(2Re2 x(1+Rc+Rt2))+(R�2 x ReA(")-[Re x(1+R,)] = , - .0.6 (1+Re) Kz = -1 + (2 X(1+'Re))+ 2F b x(1+2Re)x DZ (U2) _ '; 0.9. ,. 3Fem X Im2 Ks = -1 + (2 x(l+Re)) + 2F b x(2+Re)x DZ (vz) _ 1.4, Re 3Fem X IS2 JOB PRE-32099 SHEET NO. 8A OF 44 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE Single Shear Staple Capacity w/Metal Side Member w/min. V penetration "Other Dowel-Type Fasteners" D = 0 063' in Diameter is = 0.036 in Side member thickness Fyb = 100000 psi Dowel bending yield strength tm = 1 in Main member penetration Rd = 2.2 ' Reduction Term-See Table 11.3.1 13 Ss = 20GA Steel Side member species Re = 0.0542'= Fem/Fes Ms = SPF Main member species Rt = 27.778 = IM/Is SG = 16 Staple Gage IM = 1 in main member dowel bearing length CD = 1.6 Load Duration Factor Is = 0.'036 An side member dowel bearing length F'em = 3350 psi main member dowel bearing strength Fes = 61850 psi side member dowel bearing strength Staple Capacity: Table 11.3.1A Yield Limit Equations: Zstaple=2 Legs x Zmin Mode Shear Zstaple= 52.5_ lbs Im Zlm= D x Im x Fem X CD = 1.53.5 Ib Rd Is Zis= D X Is x Fes x CD = 102.0 lb Rd : std. �. II Z;i= k, xDxIsxFes X CD = 62.8" Ib '',, Rd r IIm,I Zmm= k2 X D x Im X Fem X CD = 66.7' Ib (1+2Re)x Rd 02/23/16 II Is Ziiis= k3 x D x Is x Fem x CD = 31;8„i Ib (2+Re)x Rd IV Ziv= D x 2 x Fem x Fyb (1/2) = 26.3 Ib Rd 3 x(1 + Re) 1 Minimum Shear, Zmin = ;26.3 ,lb Notes: KI _ [Re+(2Re2 X(1+Rt+Rt2)) +(Rt2 X ReA(1/2)-[Re X(1±Rt)] _ , "0.6 (1+Re) K2 = -1 + r(1+Re)) + 2F b x(I+2R,)x Dz (U2) _ 0.5 3Fem X Im2 K3 = -1 + (2 x(1+Re)) + 2F b x(2+Re)x Dz (1/2) Re 3Fem X Is JOB PRE-32099 SHEET NO 9 OF 44 CALCULATED'BY DB DATE 2/14/2016 CHECKED BY DATE 16GA Strap Capacity Thickness of Strap= 0.0598 in Strength of Steel = 36 ksi Strength Reduction Factor= 0.6 Width of Steel Strap= 1.5 in Thickness of fastener= 0.1310 in Capacity of Strap=Thicknes x(Width of Strap-Width of fastener)x Strength of Steel x Strength Reduction Factor= Capacity of Strap= '1768.3 Ib 0.131"x2.5" Nail Capacity Shear Z= 83 Ib NDS Table 11 P Load Duration Factor= 1.6 for wind Adjusted Fastener Capacity= 132.8 Ib Required Quantity of Fasteners to achieve max capacity of strap = QTY= 14 nails each end of each strap 02/23/16 JOB PRE-32099 SHEET NO 9A OF 44 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE 20GA Strap Capacity Thickness of Strap= 0.0359 in Strength of Steel= 36 ksi Strength Reduction Factor= 0.6 Width of Steel Strap= 1.25 - in Thickness of fastener= 0.1310 in Capacity of Strap=Thicknes x(Width of Strap-Width of fastener) x Strength of Steel x Strength Reduction Factor= Capacity of Strap= -867.72 Ib 0.131"x2.5" Nail Capacity Shear, Z= 81 Ib NDS Table 11 P Load Duration Factor= 1.6 for wind Adjusted Fastener Capacity= 129:6 Ib Required Quantity of Fasteners to achieve max capacity of strap= QTY= 7 nails each end of each strap 02/23/16 I I I I JOB PRE-32099 SHEET NO 10 OF 44 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE Uplift Connections (cont d) Marriage Wall Loads Truss ID# ;';iP'HM585820 Max Uplift at Marriage Wall= - 612- lbs Unit Uplift Load = '- 459 plf = Roof to Wall Connection Load = 459 plf I to I 4^ � r.,C •,�•jr.Si AJ0,)"i lDi�ye„a��, 02/23/16 Wall to Girder Connection Load = ,,,459 plf - 59; ,plf= 400, plf i *Connection loads less than 0 do not p require uplift connectors 4 Amount of load to be subtracted per Story= _ [(Unit Width/2) x Floor/Roof Dead Load]+Wall Dead Load {[(13.75' ft / 2) x 10 psf] + 30 plf} x 0.6 59- j Of JOB PRE-32099 SHEET NO 11 OF 44 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE Uplift Connections (co'nt'd) Marriage Wall Connection Design Roof to Wall Stud Connection Connector: Simpson Strong-Tie LSTA12 ; Fastener: .(10)_0.148"x2.5" nails (5 each end of strap) Allowable Load = 795, Ib Req'd Uplift Req'd Provided Load Spacing Spacing 45.9 plf 21-- in. 16 in. ,t� Y 02/23/16 C JOB PRE-32099 SHEET NO. 11A OF 44 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE Uplift Connections(cont'd) Marriage Wall Connection Design nIF —x, SµNt, Mfr Lis 02/23/16 JOB PRE-32099 SHEET NO 11B OF 44 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE Uplift Connections (cont'd) Marriage Wall Connection Design { �off�� x i•:��✓ 02/23/16 1st Story Wall Stud to Floor Girder Connection Connector: Simpson Strong-Tie LSTA12 Fastener: (10) 0.148"x2.5" nails (5 each end of strap) Allowable Load = 795 Ib for SPF Req'd Uplift Req'd Provided Load Spacing Spacing 400 _plf _24 in. '16 in. Floor Girder to Foundation Connection Req'd Uplift Load 400 plf per box JOB PRE-32099 SHEET NO 12 OF 44 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE Uplift Connections(cont'd) Check Tensile Strength of Studs to Transfer Uplift Loads SPF�#3 , Nominal Tensile Stress Ft= 250 psi ANSI /AF&PA NDS Table 4A Load Duration Factor CD= 1.6 ANSI /AF&PA NDS Table 2.3.2 Size Factor CF= 1.3 ANSI /AF&PA NDS Table 4A Allowable Tensile Stress Ft = Ft CD CF= ,520 ;psi ANSI /AF&PA NDS Table 4.3.1 Net Area of Stud A= 8.25 int Allowable Tensile Load Pt = Ft A= 4290 Ib > 325' -,lb OK I 4 r3. et�"4 f P' 02/23/16 JOB PRE-32099 SHEET NO 12A OF 44 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE Sliding Connections CapacitiesM;;}u_..-":� , Design 1st Story-Module to Sill Plate Connection Assume Typical Connection made with 0.131"i3"toenails. r•, a Specific Gravity of Member G= -0.42, Thickness of Member 02/23/16 is= 1.50 in. Nominal Lateral Capacity of Nails in Single Shear Z= 82 Ib ANSI/AF&PA NDS Table 11N Load Duration Factor CD= 1.6 ANSI/AF&PA NDS Table 2.3.2 Toe-Nail Factor Ctr, = 0.83 , ANSI/AF&PA NDS 11.5.4 Allowable Lateral Capacity of Nails in Single Shear Z' = Z CD Cts _ "109,,"'.lb ANSI/AF&PA NDS Table 10.3.1 0.131"x 3"toenails. 2"o.c. nails = 1'09.: Ib x 12 in/ft/ 2 in ox = 653__Of 3"o.c. nails = 109 ';'Ib x 12 in/ft/ 3 in ox = �-1435 Of 4" o.c. nails = 109 ;,Ib x 12 in/ft/ 4 in o c = ',326 plf 5" o.c. nails = 109'' lb x 12 in/ft/ 5 in o c = 261 ' plf 6" o.c. nails ,.Ib x 12 in/ft/ 6 in ox = 217 ,plf 0.131"x 3" Nails Z' = Z CD = - _131 lb 2 rows of 0.131"x3" nails at 4"o.c. = 1'31 ,db x 12 in/ft/ 4 in o.c x 2 = ' 7.87 plf 2 rows of 0.131"x3" nails at 5"o.c. = 131 Ib x 12 in/ft/ 5 in ox x 2 = '',629 Of 2 rows of•0.131"x3" nails at 6"o.c. = '-_431 ';,Ib x 12,inlft/ 6 in o.c x 2 = 52;4 'j plf " 2 rows of 0.131"x3" nails at 7" o.c. _ ' 131 lb x 12 in/ft/ 7 in ox x 2 = . 449 1plf 2 rows of 0.131"x3" nails at 8" o.c. = 131, Ib x 12 in/ft/ 8 in ox x 2 = 393: plf 3 rows of 0.131"x3" nails at 4"o.c. = i- 131; Ib x 12 in/ft/ 4 in ox x 3 = 1180 d plf 3 rows of 0.131"x3" nails at 5"o.c. = 131 Ib x 12 in/ft/ 5 in ox x 3 = 944 plf 3 rows of 0.131"x3" nails at 6"o.c. = 131 Ib x 12 in/ft/ 6 in ox x 3 = 787_ plf 3 rows of 0.131"x3" nails at 7" o.c. = 131 Ib x 12 in/ft/ 7 in ox x 3 = 674 plf 3 rows of 0.131"x3" nails at 8" o.c. = 131, Ib x 12 in/ft/ 8 in ox x 3 = 590_ plf JOB PRE-32099 SHEET NO. 13 OF 44 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE Shear Connections-MWFRS Roof Pitch= 7:12,,, Roof Height= 9.0208 ft Roof Span= 13.75 ft, 3 Sec Gust Wind Speed= 120 mph Wind Exposure Max Wall Height= - '8' '_ft Wind Importance Factor End Zone Length = ,6.00 ft Building Length= ;.66'',; ft Floor/Ceiling Depth = 1 ft Horizontal Design Wind Pressures Enter 10psf as minimum value or if value is less than zero Wall Pressure Perp to Ridge= -23.77 ,psf See Page 13A& 13B for pressure calcs. Roof Pressure Perp to Ridge= 18:38' psf Wall Pressure Parallel to Ridge= _23.77 psf Roof Pressure Parallel to Ridge= 25.17 psf 02/23/16 Perpendicular to Ridge Roof Diaphragm Load (Roof Hor. Press. Perp. x Roof Height) + (Wall Hor. Press. Perp. x Wall Height/2) Roof Diaphragm Load = 261 plf Floor Diaphragm Load [Wall Hor. Press. Perp. x(Wall Height+Floor/Ceiling Depth)] Floor Diaphragm Load = ,214 plf Parallel to Ridge Roof Diaphragm Load = (Roof Hor. Press. Par.x Roof Height/2) + (Wall Hor. Press. Par. x Wall Height/2) Roof Diaphragm Load = 209 plf Floor Diaphragm Load = [Wall Hor. Press. Par. x(Wall Height+Floor/Ceiling Depth)] Floor Diaphragm Load 214' pif JOB PRE-32099 SHEET NO. 13A OF 44 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE Shear Connections-MWFRS Roof Pitch= 7:12 Roof Height= 9.0208 ft Roof Span = 13.75' ft. 3 Sec Gust ,Wind Speed,V= -120' - mph Wind Exposure= I - C - Max Wall Height= 8 ft Wind Imp. Factor, I = 1.00 End Zone Length = °'6.00 ,;ft Building Length, L= 66 ft Floor/Ceiling Depth = 1 - ft Mean Roof Height, h = 15 - ',ft Building Width, B= 27.5 ft qz= 0.00256KzKztKdV21 KZ= ' 0.85 Per Table 27.3-1 from 7-10 and per table 6-3 from 7-05. (For 7-05 use highest value from case 1 and case 2. ) Kzt= 1 Kd= 0.85 '; Per Table 26.6-1 from 7-10 and per table 6-4 from 7-05. qZ= 26.634 psf x ;, z` f M z a i S •h�� GC - (GC ) G = 0,85"!'! for rigid structures Perpendicular to the Ridge CPww= 0.8 Windward Wall Exterior Pressure Coefficient 02/23/16 CPiW= -a251, Leeward Wall Exterior Pressure Coefficient CPwr_ -0.20' = Windward Roof Exterior Pressure Coefficient 11 CP;r_ -0.6011. A.6 Leeward Roof Exterior Pressure Coefficient Parallel to the Ridge CPww= 0.8 Windward Wall Exterior Pressure Coefficient CP1W= 0.25 i Leeward Wall Exterior Pressure Coefficient CPwr_ 0.90' ; ,=0.18 Windward Roof Exterior Pressure Coefficient Cpir_ -0.90,, -0.18 Leeward Roof Exterior Pressure Coefficient GCP;= 0.18,;,: -0:18,. JOB PRE-32099 SHEET NO 13B OF 44 .Y CALCULATED BY DB DATE `2/14/2016 ij CHECKED BY DATE Shear Connections- 02/23/16 Roof Pitch = 7:12 Roof Height= -9.#wft Roof Span = 13,.75 ft. 3 Sec Gust,Wind Speed,V= 120 mph Wind Exposure= '- '-' C-_ Max Wall Height= - 8 ft Wind Imp. Factor, I = 1.00- End Zone Length= 6.00 ft Building Length, L= 6611W1 ft Floor/Ceiling Depth = 1 = ft Mean Roof Height, h = 15. 1.ft Building Width, B = _27!5;' ft qZ= 26.634 psf G= 0.85 for rigid structures p=gGCp-q,(GCp,) MWFRS-Wind Perpendicular to Ridge Walls Windward P= ( 26.634 psf x 0.85 x 0.8 ) - 26.634 psf x 0.18 ) = 13.3 psf P= ( 26.634 psf x 0.85 x 0.8 ) - 26.634 psf x -0,18 ) = 22.9 psf Leeward P= ( 26.634 psf x 0.85 x -0.25 ) - 26.634 psf x 0.18 ) _ -10.5 psf P= ( 26.634 psf x 0.85 x -0.25 ) - 26.634 psf x -0.18 ) _ -0.9 psf Roof Windward P= ( 26.634 psf x 0.85 x -0.20 ) - 26.634 psf x 018 ) _ -9.4 psf p= ( 26.634 psf x 0.85 x -0.204 ) - 26.634'psf x -018 ) = 0.2 psf Leeward p= ( 26.634 psf x 0.85 x -0.60 ) - 26.634 psf x 0.18 ) _ -18.4 psf P= ( 26.634 psf x 0.85 x -0.60 ) - 26.634 psf x -0.18 ) _ -8.8 psf Overhang Pressure p=gGCpAnndwardroof,+gGCpWndwardwall p= ( 26.634 psf x 0.85 x 0.80 )-( 26.634 psf x 0.85 x -0.20 ) = 22.7 psf JOB PRE-32099 SHEET NO. 13C OF 44 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE ♦'x�YVC,•45 ,'�i��< ,w.r3YaJr✓ `<At C'f� \ys<,uty. Shear Connections- 02/23/16 Roof Pitch = 7:12 Roof Height= 9.0208 ft Roof Span= 13.75 'ft. 3 Sec Gust'Wind Speed,V= 12Q mph Wind Exposure= C = Wind Exposure Adjustment Factor Max Wall Height= 8' ft Wind Imp. Factor, 1 = 1.,00 End Zone Length= 6.00 : ft Building Length, L = 66 ft Floor/Ceiling Depth= ; -' 1-= 'ft Mean Roof Height, h= =15 ft Building Width, B = 27.5 - ft qZ= ,26.634'psf G = = 0.85: for rigid structures p=gGCp-`q,(GCp,) MWFRS-Wind Parallel to Ridge Walls Windward p=( 26.634 psf x 0.85 x 0.8 ) - 26.634 psf x 0.18 ) = 13.3 psf p=( 26.634 psf x 0.85 x 0.8 ) - 26.634 psf x -0.18 ) = 22.9 psf Leeward p= ( 26.634 psf x 0.85 x -0.25 ) - 26.634 psf x 0.18 ) _ -10.5 psf p= ( 26.634 psf x 0.85 x -0.25 )- 26.634 psf x -0.18 ) _ -0.9 psf Roof 'Windward P= ( 26.634 psf x 0.85 x -0.90 ) - 26.634 psf x 0.18 ) _ -25.2 psf P=( 26.634 psf x 0.85 x -0.90 ) - ` 26.634 psf x -0.18 ) _ -15.6 psf Leeward P=( 26.634 psf x 0.85 x -0.90 ) - 26.634 psf x 0.18 ) _ -25.2 psf P= ( 26.634 psf x 0.85 x -0.90 ) - 26.634 psf x -0.18 ) _ -15.6 psf Overhang Pressure p=gGCpwmdwardroof+gGCpwndwardwall p= ( 26.634 psf x 0.85 x 0.80 )-( 26.634 psf x 0.85 x -'0.90 ) = 38.5 psf JOB PRE-32099 SHEET NO 13D OF 44 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE Shear Connections -C&C Roof Pitch= .7.:12. Roof Height= 9;0208 ft Roof Span = 13.75 ft. 3 Sec Gust'Wind Speed,V= 120 ` mph Wind Exposure= C _ Max Wall Height= 8 ft Wind Imp. Factor, 1 = 1.00 End Zone Length = 6.00 ft' Building Length, L= 66 ft Floor/Ceiling Depth = -1 - - ft Mean Roof Height, h = 15 __ ft Building Width, B= 27.5 ft qz= 0.00256KzKztKdV21 KZ= 0.85 Per Table 30.3-1 from 7-10 and_per table 6-3 from 7-05. (For 7-05 use highest value from case 1 and case 2. ) KZt= 1. % ; az Kd= 0:85'; ; Per Table 26.6-1 from 7-10 and per table 6-4 from 7-05. ;;QaY::` ;.,; ` _ "q 26.634 psf qZ= p=gGCp-gi(GCp,) 02/23/16 G= 0.85 for rigid structures Walls Per Figure 30.6-17-10 and per Figure 6-17 7-05 Cao+= 1.00 Zone 4 Positive Cp4__ -1..10. Zone 4 Negative CP5+= 1.00 Zone 5 Positive Cps_ '-1.39' ' Zone 5 Negative Roof Per Figure 30.4-2A,B&C 7-10 and per Figure 6-11B,C&D 7-05 CPQ+_ „ .0:87 Zone 1 Positive Cploh+= 0,87 Zone 1 OH Positive I Cpl__ -'0 94 :' Zone 1 Negative CP�oh__ -0.94; Zone 1 OH Negative CPz+= 0.87 Zone 2 Positive Cpzoh+= 0,87 Zone 2 OH Positive Cpl__ -1.14 Zone 2 Negative CpZoh_ -1.94 Zone 2 OH Negative CP3+= 0.87' Zone 3 Positive Cp30h+= 0.87 Zone 3 OH Positive Cp3__ --1.14 Zone 3 Negative Cp3oh__ -1.94 Zone 3 OH Negative , GCP, = 0.1.8 :0.18' ` JOB PRE-32099 t; „4 t - �• SHEET NO 13E OF 44 CALCULATED BY DB DATE 2/14/2016 K s CHECKED BY DATE z� Shear Connections-C& 2/23/16 Roof Pitch = 7:12'' Roof Height= 9.0208 ft Roof Span = -13.75 ft, 3 Sec Gust Wind Speed,V= 120- mph Wind Exposure= - C ' Max Wall Height= 1 18 ft Wind Imp. Factor, 1 = -1.00 End Zone Length = 6.00 ft Building Length, L= 66 ft Floor/Ceiling Depth = I ' ft Mean Roof Height, h= 15 ft Building Width, B = 27.5 ft qZ= 26.634'psf G 0.85, for rigid structures p=gGCP-qi(GCp,) Walls Zone 4 p= ( 26.634 psf x 0.85 x 1.00 ) - 26.634 psf x 0.18 ) = 17.7' psf p= ( 26.634 psf x 085 x 1.00 ) - 26.634 psf x -018 ) = 273 psf P= ( 26.634 psf x 0.85 x -1.10 ) - 26.634 psf x 0.18 ) _ -29.6 psf p= ( 26.634 psf x 0.85 x -1.10 ) - 26.634 psf x -0.18 ) _ -20.0 psf Zone 5 p= ( 26.634 psf x 0.85 x 1 00 ) - 26.634 psf x 0.18 ) = 17.7 psf P=( 26.634 psf x 0:85 x 1.00 ) - 26.634 psf x -0.18 ) = 27.3 psf p= ( 26.634 psf x 0.85 x -1.39 ) - 26.634 psf x 0.18 ) _ -363 psf p= ( 26 634 psf x 0.85 x -1.39 ) - 26.634 psf x -0.18 ) _ -26.7 psf Roof Zone 1 P= ( 26.634 psf x 085 x 0.87 ) - 26.634 psf x 0.18 ) = 14.9 psf P= ( 26.634 psf x 0.85 x 0.87 ) - 26.634 psf x -0.18 ) = 24.4 psf p= ( 26.634 psf x 0.85 x -0.94 ) - 26.634 psf x 0.18 ) _ -26.0 psf p= ( 26.634 psf x 0.85 x -0.94 ) - 26.634 psf x -0.18 ) _ -16.4 psf Zone 2 p= ( 26.634 psf x 085 x 0.87 ) - 26.634 psf x 0.18 ) = 14.9 psf p= ( 26.634 psf x 0.85 x 0.87 ) - 26.634 psf x -0.18 ) = 24.4 psf P= ( 26.634 psf x 0.85 x -1.14 ) - 26.634 psf x 0.18 ) . _ -30.5 psf P= ( 26 634 psf x 0.85 x -1.14 )- 26.634 psf x -0.18 ) _ -20.9 psf Zone 3 p= ( 26.634 psf x 0.85 x 0.87 ) - 26.634 psf x 0.18 ) = 14.9 psf P=( 26.634 psf x 0.85 x 0.87 ) - 26.634 psf x -018 ) = 24.4, psf P= ( 26.634 psf x 0.85 x -1.14 ) - 26.634 psf x 0.18 ) _ -305 psf p= ( 26.634 psf x 0.85 x -1.14 ) - 26.634 psf x -0.18 ) _ -20.9 psf JOB PRE-32099 SHEET NO 13F OF 44 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE Shear Connections-C&C Roof Pitch = 7:12 Roof Height= 9.0208 ft Roof Span = 13.75 ft, 3 Sec Gust Wind Speed,V= 120 '.mph Wind Exposure= C, Max Wall Height= 8 ft Wind Imp. Factor, I End Zone Length = 6.00 ft Building Length, L= �66, _ ft Floor/Ceiling Depth = 1 ft Mean Roof Height, h = 15 ft Building Width, B = 27.5 ft qZ= 26.634' psf G = 0.85 for rigid structures p=gGCP-q,(GCp,) 02/23/16 Roof OH Zone 1 OH p= ( 26 634 psf x 0.85 x 087 ) - 26.634 psf x 0.18 ) = 14.9 psf p= ( 26.634 psf x 0.85 x 0.87 ) - 26.634 psf x -0.18 ) = 24.4 psf p= ( 26.634 psf x 0.85 x -0.94 ) - 26.634 psf x 0.18 ) _ -26.0 psf p= ( 26.634 psf x 0.85 x -0.94 ) - 26.634 psf x -0.18 ) _ -16.4 psf Zone 2 OH p= ( 26 634. psf x 0.85 x 087 ) - 26.634 psf x 0.18 ) = 14.9 psf p= ( 26.634 psf x 0.85 x 0.87 ) - 26.634 psf x -0.18 ) = 24.4 psf p= ( 26.634 psf x 0.85 x ,-1.94 ) - 26.634 psf x 0.18 ) _ -48.6 psf p= ( 26.634 psf x 0.85 x -1.94 ) - 26.634 psf x -0.18 ) _ -39.0 psf Zone 3 OH p= ( 26.634 psf x 0.85 x 0.87 ) - 26.634 psf x 018 ) = 14.9 psf p=( 26.634 psf x 0.85 x 0.87 ) - 26.634 psf x -0.18 ) = 24.4 psf P= ( 26.634 psf x 0.85 x -1.94 ) - 26.634 psf x 0.18 ) _ -48..6 psf p= ( 26.634 psf x 0.85 x -1.94 ) - 26.634 psf x -0.18 ) _ -390 psf JOB PRE-32099 SHEET NO 14 OF 44 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE Shear Connections-Wind (cont'd) Reference Sheet 13 for wroof&wf/oor calculations Total Shear Capacity Requirements Wind Perpendicular to Ridge Wind Parallel to Ridge wroof = 261 plf wroof = ' 209 plf wfloor= 214 plf wfloor= 214 plf L= 66 ft. B = 27.5 ft. Vroof=wroof x L= 17217 Ib Vroof=wroof x B =' 5737 Ib Vfloor=wfloor x L = 14120 Ib Vfloor=wfloor x B = 5883 Ib Shear Tranfer Connection Capacity Requirements vroof=Vroof/2/B = 313 Of vroof=Vroof/2/L= 43 'plf vfloorl =Vroof+Vfloor1 /2/B= 570 plf vfloor1 =Vroof+Vfloor/2/L= 88 plf ' S 02/23/16 JOB PRE-32099 SHEET NO 15 OF 44 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE Shear Connections-Seismic(cont'd) Total Shear Capacity Requirements-Seismic Seismic Design Category= B Weights: Factors: Wroof= 29040 Ib R= 6.5 Table 12.14-1 Wswall= 7920 Ib Fa= 1.4 Section 12.14.8.1 Wewall= -3300 , Ib F= 1 Section 12.14.8.1 Wgable= 1650 - Ib SDs= 0:32 Secction 11.4.1 Wfloor= 18150 Ib 1 = 1.00 Seismic Importance Factor Wtotat= 60060 Ib Seismic Base Shear,V: Section 12.14.8.1 J V= F x SDS x Wtotal x I = -2957- Ib 'x`.14 5t• ` fn i'*i[�;;t','a . Vertical Distribution, Fx: Section 12.14.8.2 FX = wX x V 02/23/16 Wtotal Fx.roof= 1430'' ' Ib .Floor Diaphragm Load= 2957 ,Ib Fx.floorl = 2957 Ib Diaphragm Unit Shear Capacity Requirements B=; 27.5 ft. L= , 66 ft. Perpendicular to Ridge Wind Parallel to Ridge - vroof= Fx.roof/2/B= 26 plf vroof=Fx.roof/2/L=_ 1-1 plf 1 st floor down from roof vfloorl = Fx.floorl /2/B= 54 plf vfloorl =Fx.floorl /2/L= 22 pif JOB PRE-32099 SHEET NO 16 OF 44 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE Shear Connections(cont'd) Reference Sheet 14 & 15 for Vroof calculations Shearwall Unit Shear Capacity Requirements Shear Perpendicular to Ridge 1 st Story Shear Wall Wall Length Available for Full Height Sheathing Bline_V 17.40 ft. %line_1= 63 Bline_2 2'1..25 ft. %line_2= 77 Shearwall Unit Shear Capacity Vwall line—l=Vroof/2 Bline_1 Vwall line—I= 0 0- - 0 8609 Ib /(2 x 17.40 A.) Vwall line_1= 247 plf Windtontrols Vwall line_2=Vroof/2 Bline 2 Vwall line_2= 0'' - 0 - -0 8609 Ib /(2 x 21.25 �ft.) Vwall line—2= 203 plf Wind Controls Shear Parallel to Ridge 1 st Story Shear Wall Wall Length Available for Full Height Sheathing Lline A 46.00 ft %line P 70 Lline B- 40'.50 ft. %line E 61 Shearwall Unit Shear Capacity Vwall line_A=Vroof/2 Bline A Vwall line_A= 0 0- 0 5737 Ib /(2 x 46.00 ft.) Vwall line—A= 62 ,plf Wind Controls Vwall line-13 =Vroof/2 Bline_B' Vwall line-13= -0 0- 0 5737 Ib /(2x 40.50 ft.) Vwall line_B= 71' plf Wind Controls 02/23/16 JOB PRE-32099 SHEET NO 16A OF 44 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE Shear Connections(cont'd) Reference Sheet 14& 15 for Vroof calculations Shearwall Unit,Shear Capacity Requirements Shear Perpendicular to Ridge 1 st Story Shear Wall Wall Length Available for Full Height Sheathing Bline_3: 10.00 ft. %line_3= 36 Shearwall Unit Shear Capacity Wall line 3=Vroof/2 Bline 3 Wall line-3= 0 0:' 0 8609 Ib /(2 x '10.00 ;ft.) Wall line 3= 430 plf Wihd'Controls I — h,L^ eR ka 02/23/16 JOB PRE-32099 SHEET NO 17 OF 44 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE Shear Connections(cont'd) is 3 . •:i gf: Shear Capacity of 1st Story Perforated Shearwall Assembly Percent Full Height Sheathing Wind Perpendicular to Ridge r %line 1 63 %line_2, 77 02/23/16 Wind Parallel to Ridge %line P 70 %line E 61 Maximum Unrestrained Opening Height 1st Story Wall Height- 8 ft. Wind Perpendicular to Ridge Wind Parallel to Ridge Hline_1: 66 in. Hline A 84 in. Hline 2 66 in Hline B 84 in. Perforated Shearwall Capacity Adjustment Factor Wind Perpendicular to Ridge Wind Parallel to Ridge Fline_1=' 0.72 Fline_A. 0.67 Fline 2 0.81 Fline B 0.62 JOB PRE-32099 SHEET NO 18 OF 44 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE Shearwall Design Note: Gable wall studs at roof level must be same, size, species and grade as wall below. They must also be sheathed and fastened the same as wall below. Shear Capacity of Segmented Shearwall Assembly _ Framing Species Specific Gravity G= 0:42 1st Story Wall- line-1 ' PERFORATED 7/16" OSB w/0.131"x2.5" nails @4" o.c. panel edge& 12"o.c. field nailing (exterior) Tabulated Value= 349 plf , vs= 1.40'(Tab.Value) = 488- plf vs= 0 ' plf Shear Capacity of Shearwall Assembly vs = 488 plf + - =0' plf = 488' plf > 247., plf OK' 1 st Story Wall- line 2 PERFORATED 7/16" OSB W 0.131"x2.5" nails @4" o.c. panel edge& 12"o.c. field nailing (exterior) Tabulated Value = 349 plf vs= 1.40 (Tab.Value) = 488 ,Of Vs= 0 plf Shear Capacity of Shearwall Assembly vs = 488 'plf + 0" plf = 488 plf > 203 plf ,OK 1st Story Wall - line—A PERFORATED - 7/16" OSB w/0.131"x2.5" nails @ 6" o.c. panel edge& 12" o.c. field nailing (exterior) Tabulated Value = 239 plf vs= 1.40 (Tab Value) = 334 plf Vs= 0 plf Shear Capacity of Shearwall Assembly vs = 334 plf + ' O plf = 334 plf > 62 plf OK 1st Story Wall -line_B PERFORATED, 7/16" OSB W 0.131"x2.5' nails @6" o.c. panel edge& 12"o.c. field nailing (exterior) Tabulated Value= 239 �plf v = 1.40 (Tab.Value) = 334 plf €tsr . r N •YL4e . � - ; us= 0 - plf Shear Capacity of Shearwall Assembly vs = 334 Of + 0, plf = 334 ' plf > 71 pif OK i • 02/23/16 JOB PRE-32099 SHEET NO 18A OF 44 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE Shearwall Design Note. Gable wall studs at roof level must be same, size, species and grade as wall below. They must also be sheathed and fastened the same as wall below. Shear Capacity of Segmented Shearwall Assembly Framing Species Specific Gravity G = 0.42 1 st Story Wall- line-3 SEGMENTED 7/16" OSB w/0.131"x2.5" nails @ 4" o.c. panel edge& 12"o c. field nailing (exterior) Tabulated Value= 349 plf vs= 1.40 (Tab.Value) = 488, plf Vs= 0 plf Shear Capacity of Shearwall Assembly vs = 488 plf + 0 plf = 488 plf > 430 plf OK 3 , " es ,F e 02/23/16 JOB PRE-32099 SHEET NO. 19 OF 44 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE Diaphragm Chords Check Tensile Strength of Top Plate to Transfer Chord Force- Tensile strength controls vs. compressive 2x6` SPF-#3 Sample Calculation Nominal Tensile Stress Ft= 250" psi ANSI./AF&PA NDS Table 4A Load Duration Factor CD = ;1.6 ANSI/AF&PA NDS Table 2.3.2 Size Factor CF= 1.5 ANSI/AF&PA NDS Table 4A Allowable Tensile Stress Ft= Ft CD CF= 600 ' psi ANSI /AF&PA ND_S Table 4.3.1 Net Area of Stud A= 8.25 int Allowable Tensile Load Double 2x4-With Splices Pt= Ft A= 3150 Ib Double 2x4- No Splices 6300 lb Double 2x6-With Splices ; Pt = Ft A= 4290, Ib Double 2x6- No Splices 8580 -lb Double 2x10-With Splices' Pt = Ft A= ,5550 Ib Double 2x10- No Splices 11,100 Ib Z= 131.2, Ib 0.131"x 3 0" Nails Minimum splice lap where splices are allowed = 4 , ft 1 st Floor Endwalls T= 7747:7 lb . Double 2x6 Top Plate- No Splices Sidewalls T= 1537.4 Ib Double 2x6 Top Plate-With Splices & Stagger 2 rows of 0.131"x 3 0"'Nails @ 8 in o.c. 02/23/16 JOB PRE-32099 SHEET NO 20 OF 44 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE Shearwall Design (cont'd) Shear Capacity of Perforated Shearwall Assembly v=vs x Perforated Shearwall Capacity Adjustment Factor 1 st Story Wall 1 st Story Wall Height- 8 ft. Shear Perpendicular to Ridge One I= 488 plf x' 0.72 351 plf, > 247 plf OK vline_2 488' plf, x 0.81 393 plf > 203 plf OK Shear Parallel to Ridge vline_A 334 pif x 0:67 = 225. 'plf > 62 plf OK vline B 334 plf x 0.62 = 207 plf >' 71 plf OK I , Note: Perforated Capacity limited to 490plf for Seismic and 686plf for wind 02/23/16 JOB PRE-32099 'E SHEET NO 21 OF 44 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE .eF :�A Reference Page 22 for Stud Capacity Example Calculation. 9 P Y P Overturning Connec 02/23/16 Check Capacity of Dead Loads to Resist Overturning Loads Length of side (1-1)(house width) = 27:5 ''ft. Length of side (1-2)(house length) _ `66 ft. Dead Load Resistance to Overturning- line-1& line-2 Dead Load = 65 plf Dead Load *(Length to Overturning @ Pivot Point/2) = 893.75 lbs*,0.60 = 536 Return Wall Dead Load = 150 *0 60 = 0 - Dead'Load,Resistance -Dead''Load,Resistance to Overturning- line_A&line-13 Dead Load =' 150 plf Dead Load *(Length to Overturning @ Pivot Point/2) = 4950, , lbs*0.60= 297x., Return Wall Dead Load = * 65 *0.60 = 0 Required Holddown Capacity - T=v x h Segemented T =v x h/Co Perforated r 1 st Story Module to Foundation- line_1 " PERFORATED' Wind Controls T=, 247 . plf x 8.0' ft. / 03195 = 2751 �Ib + Ib 536' lb's"DL 2214, Ib Connector: Simpson Strong-Tie STHD14RJ ' Fastener: w/ 1/2 in min concrete cover and (30) 16d sinkers, locate 1.5in from corner Allowable Load 5345 lb 1 st Story Module to Foundation- line-2 PERFORATED Winrl,Contr`ols. T= 203 plf x , 8.0' , ft. / 0.8053 = 2012 'Ib + Ib - 536, lbs DL= '1476, Ib Connector: Simpson Strong-Tie STHD14RJ Fastener: w/ 1/2 in min concrete cover and (30) 16d sinkers, locate 1 ,5in from corner . Allowable Load 5345 Ib 1 st Story Module to Foundation- line A PERFORATED Wind Controls = T= 62 plf x , 8,0 ft. / 0.6732 = 74T_„ lb + Ib < 2970 -,lbs OKI', Dead Load of Structure is Sufficient to Resist Overturning Load 1st Story Module to Foundation-Iine_B PERFORATED, Wind Controls T= 71 plf x ' 8.0 ft / 0.6212 = 912 Ib + Ib < 2970- ' lbs OK Dead Load of Structure is Sufficient to Resist Overturning Load' JOB PRE-32099 SHEET NO 21A OF 44 CALCULATED BY DB DATE -2/14/2016 CHECKED BY DATE Reference Page 22 for Stud Capacity Example Calculation. Overturning Connections Check Capacity of Dead Loads to Resist Overturning Loads Length of side (L-j)(house width) _ . 27.5. ft. Length of side(L2)(house length) -- 66 ft. Dead Load Resistance to Overturning-line-3 Dead Load = 65 plf Dead Load *(Length to Overturning @ Pivot Point/2) = 893.75 lbs*0.60= _'536 Return Wall Dead Load = *' 0 *0.60 = O' Required Holddown Capacity T=v x h Segemented T=v x h/Co Perforated 1st Story Module to Foundation-line_3 SEGMENTED Wind Controls,. T= 430 plf x 8.'0 _ ft. / 1' _ ! 3443- Ib + Ib - 268 lbs DL= 3175 Ib Connector: Simpson Strong-Tie STHD14RJ Fastener:,w/ 1/2 in min concrete cover and (30) 16d sinkers, locate 1.5in from corner Allowable Load 5345 Ib Z11 "N 02/23/16 JOB PRE-32099 SHEET NO 22 OF 44 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE Overturning Connections(cont'd) F r aY 3D,�j Check Tensile Strength of Studs to Transfer Overturning Loads-Sample Calculation'='-; "Al (1) 2x6 SPF-#3- 02/23/16 ,Nominal Tensile Stress Ft= 250, psi ANSI /AF&PA NDS Table 4A Load Duration Factor CD= 1,6 ANSI/AF&PA NDS Table 2.3.2 Size Factor CF= --,1-0' ANSI/AF&PA NDS Table 413 Allowable Tensile Stress Ft= Ft CD CF 400 , psi ANSI/AF&PA NDS Table 4.3.1 Net Area of Studs A= 8.25. int Allowable Tensile Load Pt= Ft A= 3300_ Ib Built up Column Fastening Requirement Assume Typical Connection made with 0 131" x 3.0" Nails Specific Gravity of Member Stud Height= 8 ft G= 0.42 Thickness of Member is= 1 50 in. Lateral Capacity Z= 82; lbs ANSI/AF&PA NDS Table 11N. Load Duration Factor CD = 1:6 ANSI/AF&PA NDS Table 2.3.2 Allowable Lateral Capacity Z' = Z CD = 131- Ib ANSI /AF&PA NDS Table 10.3.1 Required Spacing for two rows staggered = (Capacity )z #of rows) / (Stud Cap. / Stud Height) x (ft to in conversion) ( 131 Ib x 2- ) / ( 3300 Ib / 8 ft ) x ( , 12 in / 1 ft ) _ 7 - in o.c. JOB PRE-32099 SHEET NO 23 OF 44 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE Sliding Connections Roof Pitch = 7:12 Wall Height= �8' ft. Roof member spacing = 16' in o.c. 3 Sec Gust Wind Speed = 120 mph _ Wind Exposure= C Load from wind on Wall Wall Horizontal Pressure= 2377 psf See page 13 Wind Load = Wall Press x(Wall Height/2) Wind Load = 95.084 plf Load required to be transferred to sidewall diaphragm chord Load to in sidewall diaphragm chord= 2868.4 Ib See pages 14 & 1502/23/16 Length of Unit= 66 ft, Load along sidewall in diaphragm chord =sidewall diaphragm chord load/length of unit Load along sidewall in diaphragm chord = 43.46 plf Req. Roof to Wall Load = Max(wind load, diaphragm chord load)x roof mem. spacing= Req. Roof to Wall Load = 126:78 Ib Roof to Wall Plate Connection Assume Typical Connection made with 0.131"x 3"toenails. Specific Gravity of Member G= 0:42 Thickness of Member is= 1.50 in. Lateral Capacity of Nails Z= 82 lbs ANSI/AF&PA NDS Table 11 N' Load Duration Factor CD= 1.6 ANSI/AF&PA NDS Table 2.3.2 Toe Nail Factor Cts= 0.83 ANSI/AF&PA NDS 11.5.4.2 Allowable Lateral Capacity of Nails Z' = Z CD Ctr, = 10,9 Ib ANSI/AF&PA NDS Table 10.3.1 Required Roof to Wall Plate Connection Req'd Nail Nails Load Capacity Req'd 127 lb 109,, lb cap 2 per framing member JOB PRE-32099 SHEET NO 23A OF 44 CALCULATED BY DB DATE 2/14/2016 ` CHECKED BY DATE Sliding Connections Assume Typical Connection made with 0.131"x 3.0" Nails in End-Grain. Specific Gravity of Member G= 0,42 Thickness of Member is= 1.50 in. Lateral Capacity Z= 82.0 ,lbs ANSI/AF&PA NDS Load Duration Factor CD= 1.6 ANSI/AF&PA NDS Table 2.3.2 End-Grain Nail Factor Ct„= 0.67 ANSI/AF&PA NDS 11.5.4.2 Allowable Lateral Capacity Z' = Z CD Ceg = 87,9., Ib ANSI /AF&PA NDS Table 10.3.1 Top Plate to Studs &Bottom Plate to Studs Req'd Nail Nails Load Capacity Req'd 127 'Ib 88 Ib cap 2 per framing member Bottom Plate to Floor Assume Typical Connection made with 0.131"x 3.0" Nails Allowable Lateral Capacity of Nails Z' = ZCD = 82 lb' x 1.6 = 131 Ib _ Req'd Stud Req'd Load Spacing = Load ; .127 i Ib / '16 in oc 95 plf ! ` •' .z Nail Req'd Req'd Capacity / Load = Spacingr -131 - Ib cap 96 plf 16 in o.c. 02/23/16 JOB PRE-32099 SHEET NO. 23B OF 44 CALCULATED BY ,DB DATE 2/14/2016 CHECKED BY DATE Sliding Connections Truss Bottom Chord or,Ceiling Joist to Endwall Top Plate Assume Typical Connection made with 0.131"x 3.0" Nails toed Allowable Lateral Capacity of Nails Z' = Z CD Ctn 82 Ib x 1.6 x 0.83 = 109 Ib Req'd Building Width Req'd Load Spacing = Load 8609 Ib / 27.5 . ft 31,3 plf Nail Req'd Req'd Capacity / Load = Spacing 109 Ib cap 313 plf 4 in o.c 02/23/16 JOB PRE-32099 SHEET NO 24 OF 44 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE Sliding Connections (cont'd) Alternate Roof to Wall Plate Connection Connector: Simpson Strong-Tie H10A Fastener: (9) 0.148"x 1 1/2" nails inIruss and (9) 0.148",z 1 1/2",nails in plate Allowable Load = 285. Ib for SPF, Req'd Lateral Req'd Provided Load Spacing Spacing 95 plf . 36 in. 32 in. j ' n r ?r9 .• 02/23/16 JOB PRE-32099 SHEET NO. 25 OF 44 - CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE l ' Sliding Connections (cont'd) Design 1st Story Module to Sill Plate Connection ;,a ; ;• " Assume Typical Connection made with 0.131"'x 3"toenails. ;,° . • ;,, ` Specific Gravity of Member 0.42 Thickness of Member 02/23/16 is= 1.50 in. Nominal Lateral Capacity of Nails in Single Shear Z= 82 Ib ANSI/AF&PA NDS Table 11 N Load Duration Factor CD= , 1',6 ANSI /AF&PA NDS Table 2.3.2 Toe-Nail Factor Ctr,= 0.83 ANSI/AF&PA NDS 11.5.4 Allowable Lateral Capacity of Nails in Single Shear _ ,', 109 Ib ANSI/AF&PA NDS Table 10.3.1 Z' = Z CD Cts 1st Story to Sill Plate Connection -line-1 &line-2 v = Vfloor1 = 1, 570 ;plf Ref. Sheet 14&„1 b Connection: 0.131”x 3"toenails. @ 'NG O.C. 1st Story to Sill Plate Connection -line—A& line-13 v = Vfloor1 =- ;88 -,;'plf Ref. Sheet _ 14':& 1,5•! Connection: 0.131"x 3"toenails. @ 6 O.C. USE ALTERNATE,CONNECTION ON PAGE 26.F0R`LINE., -&11.NE 2,-. JOB PRE-32099 SHEET NO 26 OF 44 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE Sliding Connections Cont'd s E f 02/23/16 Design Alternate 1st Story to Sill Plate Connection 1st Story to Sill Plate Connection - line_1&line_2 v = Vfloor1 570 Of Connector: Simpson Strong-Tie LTP4 Fastener: (12) 0.131in x 1 1/2in nails Allowable Load= 575 Ib Req'd Sliding Req'd Load Spacing 570 plf 12 in 1st Story to Sill Plate Connection - line_A& line_B v = Vfloor1 88 plf Connector. Simpson Strong-Tie LTP4 " Fastener: (12) 0.131 in x 1 1/2in nails Allowable Load = 575 1 Ib Req'd Sliding Req'd Load Spacing 88 , plf 48 in. JOB PRE-32099 SHEET N0. 27 OF 44 CALCULATED BY DB DATE - 2/14/2016 CHECKED BY DATE :,Anchor Bolt Spacing OK Sliding Connections (cont'd) Sill Plate to Foundation Connection - line_1 Connection: 1/2:�; "dia.Anchor Bolts @ 18 " o.c. Design Sill Plate to Foundation Connection " Assume 1/2', '" dia.Anchor Bolts. Anchor Bolts shall be provided within 12"of the ends of each sill plate section, but no closer than 4"from the ends. Minimum 2 bolts per sill section. Specific Gravity of Sill Plate G= 0.55 Thickness of Sill Plate is= 1.50 in. Nominal Lateral Capacity for Bolt in Single Shear Parallel to the Grain ANSI/AF&PA NDS Table 11 E Z11= 680 lb N 1";-'- Load Duration Factor r: -., :.;s r ,: s, ANSI/AF&PA NDS Table 2.3.2 CD= 1.6 "'Allaivable Lateral Capacity for Bolt in Single Shear Parallel to the Grain NSI/AF&PA NDS Table 10.3.1 Z' = ZI/ CD= 1088;'i Ib `Ao 3» $` . ' � Yr Vfloor1 = , 570'-,Of Ref. Sheet �14:& 15 ` Load at anchor bolt= Vfloor1 x Anchor Bolt Spacing 02/23/16 Load at anchor bolt= -570, plf x - _'18 "'o.c. _ '855 Ib CSI = Load at anchor bolt/Z' CSI Shear=> CSI = 855' -;lb / 1068 Ib = 0.79,,',i Check Compression Perpendicular to the Grain 1/8in'thick min. washer;required� 1 Uniform Uplift Load=Max of uplift load at foundation from roof and uplift load from perforated shearwall if applicable. Uniform Uplift Load = Max of 11' 1'0 plf Seepage 4 and 247, plf See page 18 Uniform Uplift Load = 247'! I Of Concentrated Uplift Load = Uniform Uplift Load x Anchor Bolt Spacing Concentrated Uplift Load = 247; ,plf x 18 " D.C. Concentrated Uplift Load = ; 371. Ib Allowable Compression Stress Perpendicular to the Grain Fc-L = 565 psi ANSI/AF&PA NDS Table 4B Try2 "square washer w/ 1/2 "Anchor Bolt(Assume 1/16"oversized hole) Area of Washer Awasher= 22 -((Tr/4) (0.5+ 1/16)^2) 3 3%4 int Allowable Compression Load Perpendicular to the Grain P,L = Fel. Awasher= 565 - psi x 3.7515'in2 = 2119.6 Ib 37.,1;, 'Ib CSI Uplift=> CSI = Load at anchor bolt/P�pefp = / 2119.6 Ib = 0_.1'8 Total CSI =CSI shear+ CSI uplift= 0.79 + 0.18'''= 0:96,'' OK; JOB PRE-32099 SHEET NO 27A OF 44 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE Anchor BoltSpacing,OK Sliding Connections (cont'd) Sill Plate to Foundation Connection- line-2 Connection: 1/2 "dia.Anchor Bolts @ 18 "O.C. Design Sill Plate to,Foundation Connection Assume 1/2 " dia.Anchor Bolts. Anchor Bolts shall be provided within 12" of the ends of each sill plate section, but no closer than 4"from the ends. Minimum 2 bolts per sill section. Specific Gravity of Sill Plate G = 0.55 Thickness of Sill Plate is= 1.50 in. Nominal Lateral Capacity for Bolt in Single Shear Parallel to the Grain ANSI/AF&PA NDS Table 11 E Z11= 680 Ib Load Duration Factor -:` ANSI/AF&PA NDS Table 2.3 2 CD= 1.6, ;h- Allowable Lateral Capacity for Bolt in Single Shear Parallel to the Grain f4 ANSI/AF&PA N DS Table 10.3 1 Z' = Z11 CD= 1088 `Ib Vfloor1 = 570 pif Ref. Sheet 14&.15 Load at anchor bolt= Vfloor1 x Anchor Bolt Spacing 2/23/16 Load at anchor bolt= 570 - plf x 18 ' " o.c. _ -855 Ib CSI = Load at anchor bolt/Z' CSI Shear=> CSI = 855 Ib / 1088 Ib 0,79 Check Compression Perpendicular to the Grain 1/8i'n thick min.washer required Uniform Uplift Load=Max of uplift load at foundation from roof and uplift load from perforated shearwall if applicable Uniform Uplift Load =Max of Q plf See page 4 and 203, pif See page 18 Uniform Uplift Load = : '203 plf Concentrated Uplift Load = Uniform Uplift Load xAnchor Bolt Spacing Concentrated Uplift Load = 203 plf x 18 ' "o c. Concentrated Uplift Load = 304 Ib Allowable Compression Stress Perpendicular to the Grain Fel = -565" 'psi ANSI/AF&PA NDS Table 4B Try_- 2•" square washer w/ 1/2 ""Anchor Bolt,(Assume 1/16"oversized hole) Area of Washer Awasher= 2 2 -((Tr/4) (0.5+ 1/16)^2) = 3 3/4 int Allowable Compression-Load Perpendicular to the Grain Pc_L = FL ^washer= 565 psi x 3.7515_;inz = 2119.6; Ib CSI Uplift=> CSI = Load at anchor bolt/P,:perp = -304 ]b / 2119.6 Ib = 0:14' Total CSI = CSI shear+CSI uplift= 0.70 + ' 0.14 — 0:93 ; OK JOB PRE-32099 SHEET NO 27B OF 44 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE Anchor Bolt Spacing OK _ Sliding Connections (cont'd) Sill Plate to Foundation,Connection -line—A Connection- 112 dia.Anchor Bolts @ 72 " o.c. Design Sill Plate to Foundation Connection - Assume 1/2 " dia.Anchor Bolts. Anchor Bolts shall be provided within 12" of the ends of each sill plate section, but no closer than 4"from the ends. Minimum 2 bolts per sill section. Specific Gravity of SIII Plate G Thickness of Sill Plate is= 1•.50 in. Nominal Lateral Capacity for Bolt in Single Shear Parallel to the Grain ANSI/AF&PA NDS Table 11 E Z11= 680 Ib Load Duration Factor { �:' ANSI/AF&PA NDS Table 2.3.2 CD = 1.6 ' .',Allowable Lateral Capacity for'Bolt in Single Shear Parallel to the Grain { ANSI/AF&PA NDS Table 10.3.1 Z' = Z„ CD= 1688 Ib ;H Vfloor1 = 88' plf Ref. Sheet 14'& 15 Load at anchor bolt= Vfloor1 x Anchor Bolt Spacing 0 /23/16 Load at anchor bolt= 88' Of x 72 "o.c. 528 Ib CSI = Load at anchor bolt/Z' CSI Shear=> CSI = 528 Ib / :1088 :lb 0:49 Check Compression Perpendicular to the Grain 1/8in thick min.washer required Uniform Uplift Load=Max of uplift load at foundation from roof and uplift load from perforated shearwall if applicable. Uniform Uplift Load =Max of 167 plf See page 4 and 62• , plf See page 18 Uniform Uplift Load = 167 plf Concentrated Uplift Load = Uniform Uplift Load x Anchor Bolt Spacing Concentrated Uplift Load = 167 plf x 72 "'O.C. Concentrated Uplift Load = 999 Ib Allowable Compression Stress Perpendicular to the Grain F,L = 565, psi ANSI /AF&PA NDS Table 4B Try 2 "square washer w/ 1/2: "Anchor Bolt(Assume 1/16"oversized hole) Area of Washer Awasher= 2 2 - -((TT/4) (0.5+ 1/16)^2) _ '3 3/4'- int Allowable Compression Load Perpendicular to the Grain Pc-L = Fc-L Awasher= 565 psi x 3:7515.int = 2119.6,Ib CSI Uplift=> CSI = Load at anchor bolt/Pcperp = 999 Ib / 2119.6 Ib Total CSI =CSI shear+CSI uplift= 0.49, + 0'.47 = 0.96 0K JOB PRE-32099 SHEET NO 27C OF 44 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE Anchor Bolt Spacing OK Sliding Connections (cont'd) Sill Plate to Foundation Connection- line_B Connection: 1/2 " dia.Anchor Bolts @ 72 ' o.c. Design Sill Plate to Foundation Connection Assume 1/2 "dia.Anchor Bolts. Anchor Bolts shall be provided within 12" of the ends of each sill plate section, but no closer than 4"from the ends. Minimum 2 bolts per sill section. Specific Gravity of Sill Plate l G = 0.55 Thickness of Sill Plate is= _ 1.50, in. Nominal Lateral Capacity for Bolt in Single Shear Parallel to the Grain ANSI/AF&PA NDS Table 11 E Z„= 680 Ib i--,,Load Duration Factor AN /AF&PA NDS Table 2.3.2 CD = 1.6 `',All* ble Lateral Capacity for Bolt in Single Shear Parallel to the Grain ANSI/AF&PA NDS Table 10.3 1 Z',= Z11 CD= 1088 Ib " Vfloor1 = 88 plf Ref. Sheet 14'& 15 Load at anchor bolt= Vfloor1 x Anchor Bolt Spacing 02/23/16 Load at anchor bolt= 88 pif x 72 " o.c. = 528- Ib CSI = Load at anchor bolt/Z' CSI Shear=> CSI = 828' Ib / 1088_ Ib = 0.49 Check Compression Perpendicular to the Grain 1/8in thick min:,washer required Uniform Uplift Load=Max of uplift load at foundation from roof and uplift load from perforated shearwall if applicable. Uniform Uplift Load =Max of 167• plf Seepage 4 and 71 pif See page 18 Uniform Uplift Load = 167 plf Concentrated Uplift Load = Uniform Uplift Load x Anchor Bolt Spacing Concentrated Uplift Load = 167 pif x , ,72- "o c. Concentrated Uplift Load = 999 Ib Allowable Compression Stress Perpendicular to the Grain Fel = 565 psi ANSI/AF&PA NDS Table 413 Try ' 2 " square washer w/ 1/2 "Anchor Bolt(Assume 1/16"oversized hole) Area of Washer Awasher= 2 2 -((Tr/4) (0.5+ 1/16)^2) = 3 3/4- in Allowable Compression Load Perpendicular to the Grain P,L = FL Awasher= 565 psi x 3.7515,int = 211.9.6 lb CSI Uplift=> CSI = Load at anchor bolt/P,�perp = 999. Ib / 2119.6 Ib = 0.47 Total CSI = CSI shear+CSI uplift= 0.49+ 0.47 = 0:96_,. 0K JOB PRE-32099 SHEET NO. 28 OF 44 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE Sheathing Connections Roof Sheathing Design Roof Sheathing Connection to Resist Suction Loads 3 Sec Gust Wind Speed= 120 mph , 02/23/16 See pages 13D thru 13F for pressure calcs. Wind Importance Factor= ''1.00 Wind Exposure= C C&C Pressures Adjusted Interior Suction Pressure= 29.6 , psf Zone 1 Adjusted Perimeter Suction Pressure= 30.5 psf Zone 2 Adjusted Overhang Suction Pressure= 48.6 ' psf Zone 2 OH Adjusted Overhang Suction Pressure= 48.6' psf Zone 3 OH Perimeter Edge Zone Width Minimum Building Dimension = 27:5 ft. Z= 10% Minimum Building Dimension = 2.75 ,ft. But not less than 3 ft. Roof Framing Spacing= ,1:6 in. o.c ' Roof _ Unit Suction Load from Wind Framing Spacing in ft. 0.C. Interior Zone= 30 psf x _ 1.33- ft. = 39 plf Perimeter Edge Zone= 3,1 ' psf x ' 133 ,ft. = 41, plf Overhang Zone= 49 psf x 1.33. ft. = 65 ;plf JOB PRE-32099 SHEET NO 29 OF 44 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE Sheathing Connections (cont'd) Roof Sheathing Design Roof Sheathing Connection to Resist Suction Loads Roof Sheathing: 7/16"OSB (Unblocked) Fastening: 0.113"x2" nails at 6 "o.c. panel edge fastening and 1.2 "o.c. field fastening Specific Gravity of Roof Framing G = 0.42 Diameter of Nails D= 0.113 in. Length of Nails L= 2.00 i in. Thickness of Sheathing t= 0.4375 in. Nominal Nail Withdrawal Design Value ANSI /AF&PA NDS Table 11.2C W= 18 ., Ib/in. Load Duration Factor ANSI/AF&PA NDS 2.3.2 CD= 1.6 Allowable Nail Withdrawal Design Value ANSI/AF&PA NDS Table 11.2C W'=W CD= 29 Ib/in. Length of Nail Penetration LP= L-t= 1.563 in. Withdrawal Capacity per Nail W' LP = '45 Ib Required Suction Load Capacity Interior Zone= -.;39 plf Ref. Sheet 28 Perimeter Edge Zone= Al plf -Ref. Sheet 28 Overhang Zone= 65' plf Ref. Sheet _ 28 Required Fastening Interior Zone= 12 o.c. Perimeter Edge Zone= _ ,6';' '"o.c. _ js Overhang Zone= 6 = "O.C. Z:? '�'A •� � °AFL 02/23/16 JOB PRE-32099 SHEET NO 30 OF 44 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE Sheathing Connections (cont'd) Roof Sheathing Design Roof Diaphragm to Transfer Shear Loads Unit Shear Capacity Requirement Max Vr"f= 10330 1 Ib B= 27.5 'ft. vroof= -188' plf Shear Capacity for Diaphragm Assembly Framing Species Specific Gravity G = 0.42 Roof Sheathing: 7/16"OSB (Unblocked) Fastening: 0.113"x2" nails at 6 " o.c. panel edge nailing and 121,"o.c. field nailing Tabulated Value= 161 -plf VS = 1.4 (Tab. Value) See Supplement Table 2C Footnote 1 = 225.4, ,plf > 188 plf OK i i l S e V f z`Iss r 02/23/16 JOB PRE-32099 SHEET NO 31 OF 44 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE Sheathing Connections(cont'd) Floor Sheathing Design Floor Diaphragm to Transfer Shear Loads Unit Shear Capacity Requirement Max Vfloor_ _ 12708 Ib B vfloor= --2j! ' ,plf Shear Capacity for Diaphragm Assembly Framing Species Specific Gravity G = 0.42 Floor Sheathing- 5/8in OSB (Unblocked) Fastening: 0.113"x2" nails at _ 6 "o.c. panel edge fastening and ; 12 "o.c. field fastening Tabulated Value = 170.2 plf vs = 1.4 (Tab.Value) See Supplement Table 2C Footnote 1 238:2'8'plf > 231 I plf OK 02/23/16 JOB PRE-32099 SHEET NO 32 OF 44 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE Sheathing Connections ,E�' s 1: Wall Sheathing s; ° Ir fT y } _ .., 41 f ^t Design Wall Sheathing Connection to Resist Suction Loads py,�ryz:. '• ; :y, ;`,r � ,�-'�� .'f• 4 s�� ;a •>�x,�* e +1r,a~,cif ;N 3 Sec Gust Wind Speed= 120 mph •' >,•-. ' • 02/23/16 See pages 13D thru 13F for pressure calcs. Wind Importance Factor= 1.-00- Wind .00-Wind Exposure= ,C Adjusted Interior Suction Pressure(Zone 4) = 29.6 psf Adjusted Perimeter Suction Pressure (Zone 5) _ 36.3 psf Perimeter Edge Zone Width Minimum Building Dimension= ' ; 27.5 A Z= 10% Minimum Building Dimension = 2.75 ft. But not less than Wall Framing Spacing= 16'" in. o.c. Roof Unit Suction Load from Wind Framing Spacing in ft. o C. Interior Zone= 30; psf x ,' 1.33, ,ft oc. = 39 'plf Edge Zone= --- -36 psf x 1.33 'ft oc. = 48 .'plf JOB PRE-32099 SHEET NO 33 OF 44 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE Sheathing Connections (cont'd) Wall Sheathing Design Wall Sheathing Connection to Resist Suction Loads Wall Sheathing: ' 7/16" OSB Fastening: 0.131"x2.5" nails at 6 "o.c. panel edge nailing and 12 o.c. field nailing Specific Gravity of Wall Framing G = 0.42 Diameter of Nails D= 0.131 in. Length of Nails L= 2.50 in. Thickness of Sheathing t= 0.4375 in. Nominal Nail Withdrawal Design Value ANSI /AF&PA NDS Table 11.2C W= 21, "'lb/in. Load Duration Factor ANSI/AF&PA NDS 2.3.2 CD= 1:6 Allowable Nail Withdrawal Design Value ANSI/AF&PA NDS Table 11.2C W'=W CD= 34,,Ib/in. Length of Nail Penetration LP= L-t= ;';;2,.063;, in. Withdrawal Capacity per Nail W' LP = 69 _; Ib Required Suction Load Capacity Interior Zone= 39' plf Perimeter Edge Zone= 48- _ plf Required Fastenings Interior Zone= 12 "D.C. Perimeter Edge Zone= .6 "0.c. `' ' •.. = fi :, _ �: sig. `" �• -, 02/23/16 JOB PRE-32099 SHEET NO. 34 OF 44 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE Roof is made with Trusses. No Rafters Connections Required f9` Y r 02/23/16 JOB PRE-32099 SHEET NO 35 OF 44 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE Overhang Connection Outlooker to Endwall Roof Pitch = 7:12 Roof Span'= 13.75 ;ft. Roof Overhang Length 3 Sec Gust Wind Speed = 120 . mph Overhang Uplift Load= 48.618 psf Zone 2 OH See page 28 Overhang Uplift Load= ;;48.618 psf Zone 3 OH See page 28 Outlooker Spacing = 16 in o.c. Tabulated Overhang Uplift Connection Load Zone 2oh = 64:824',lbs Tabulated Overhang Uplift Connection Load Zone 3oh = 64.824;lbs Connector: 0.131"x3" Nails w/1.5"pen. ~;. Allowable Load = 50.4 Ib 02/23/16 Connectors Per Outlooker Req'd Zone 2 OH= 2 per outrigger Connectors Per Outlooker Req'd Zone 3 OH = ;! 'i 2- per outrigger JOB PRE-32099 SHEET NO 36 OF 44 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE Truss Field Connections Reference attached truss print Required Field Joint Connections-Compression(lb)lTensions(Ib)/Shear(lb)/Moment(lb) Truss Number: HM585820.1 Ridge Connection ' "6" 245 / 87 / 99 / 0 Use: 1 1/4"x 20 ga steel strap w/(7) 0.131x2.5" nails each end &(2) 0.131"x3.0" nails toed Lateral Value 0.131"x3.0"toe-nailed =82 x 1.15 Cd x.83 Ctn x 2 nails= 156 lbs Flip Connection "5" 245 / 87 / 99 / 0 Use: 1 1/4"x 20 ga steel strap w/(7) 0.131x2.5"nails each end &(2) 0.131"x3.0" Mails toed Lateral Value 0.131"x3.0"toe-nailed = 82 x 1.15 Cd x 83 Ctn x 2 nails= 156 lbs Kneewall Connection"9" 888 / 573 / 461 / 0 Use: H8 &(2) 0 131"x3.0" nails toed {; 41 14 I^/ 02/23/16 JOB PRE-32099 SHEET NO 36A OF 44 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE Truss Field Connections Reference attached truss print Required Field Joint Connections-Compression(Ib)/Tensions(Ib)/Shear(lb)/Moment(lb) Truss Number: HM344409 Ridge Connection"4" 289 / 109 / 123 / 0 Use: 1 1/4"x 20 ga steel strap w/(7) 0.131x2.5" nails each end &(2) 0.131"x3.0" nails toed Lateral Value 0.131"x3 0"toe-nailed = 82 x 1.15 Cd x.83 Ctn x 2 nails= 156 lbs Flip Connection','Y 289 / 109 / 123 / 0 Use: 1 1/4"x 20 ga steel strap w/(7) 0.131x2.5" nails each end &(2) 0.131"x3.0" nails toed Lateral Value 0.131"x3.0"toe-nailed =82 x 1.15 Cd x.83 Ctn x 2 nails= 156 lbs Kneewall Connection"10" 884 / 626 / 278 / 0 Use* H8 & (2) 0.131"x3.0" nails toed re y • Y YS, M?af }� ,, r��nSSY -, a•i> � [9f�� �;-.! t i b •. , fit j= 6.'�.� 5 8 Y 1 02/23/16 JOB PRE-32099 SHEET NO 37 OF 44 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE Roof is made with Trusses. No Rafters Connections Required t s Y tis 02/23/16 JOB PRE-32099 SHEET NO 38 OF 44 'CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE Design Summary Location Force Connection Fasteners Required Reference Roof Truss to Wall Stud 244 plf Simpson Strong-Tie MTS18 (6) 0.148inx1 5in nails each Sheet 5 Connection end @32inoc '£•n)6 M�p?��( gas N 02/23/16 m L O i+ V O U - a Note: 8d nails =0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. JOB PRE-32099 SHEET NO. 38A OF 44 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE Design Summary Location Connection Wall Force Spacing Reference 7/16"OSB/PLY overlap floor line—A 167 plf 6 in o.c. rim joist min. 3" 1st StoryWall line_B 167 plf 6 in o.c. Stud to Floor 0 131 in x 2-1/2in nails Sheet 6 = Band Connection line-1 344 plf 6 in o.c. O Use 2 rows of fasteners along bottom edge of panel line—2 252 plf 6 in o.c. C C O V 7/16"OSB/PLY overlap sill line_A 167 plf 6 in o.c. _ plate 1.5" O' line_B 167 plf 6 in o.c. Floor Band to Sill 0.131 in x 2-1/2in nails Sheet 7 Plate_Connection Use 1 'row of fasteners along line-1 344 plf 3 in o.c. bottom edge of panel line-2 252 plf 4 in O.C. Note: 8d nails=0.131"x 2.5'; 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. `a 02/23/16 JOB PRE-32099 SHEET NO 38B OF 44 CALCULATED BY DB DATE 2/14/2016 ` CHECKED BY DATE Design Summary Location Force Connection Fasteners Required Reference Simpson Strong-Tie LSTA12 (10)0.148"x2.5"nails Roof to Wall Stud Connection 459 plf (5 each end of strap) Sheet 11 @16 inoc. t•> W •ww_ 02/23/16 m - ea L N C O V d C C O V Q. Note: 8d nails =0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. JOB PRE-32099 SHEET NO 38C OF 44 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE ,Design Summary Location Force Connection Fasteners Required Reference U) as 40- 0 4) 0 0 D 'q7 02/23/�16 1st Story Wall Stud to Floor 400plf Simpson Strong-Tie LSTA12 (10)0.148"x2.5"nails 11B Girder Connection (5 each end of strap) @16 in o.c. Floor Girder to Foundation 400 plf Fasten on-site for listed load 11B Connection I I I I An equal or better connection device may be substituted for any connection device listed Staples and Toe-Nails may not be used in Seismic Zones worse than C. JOB PRE-32099 SHEET NO 39 OF 44 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE Design Summary (con'd) Location Force Exterior Panel Interior Panel Reference sz ; c €`: ^'3 s � r is z• l ,tom.�•,."'>,. ! �j����. .Q ani 02/23/16 w: N N Q 1st Story Wall-line-1 7/16"OSB w/0.131"x2.5"nails @ 247 plf 4"o.c.panel edge&12"o.c.field Sheet 18 dPerforated nailing(exterior) .0 - N1st Story Wall-line 2 7/16"OSB w/0.131"x2.5"nails @ 203 plf 4"o.c.panel edge&12"o.c.field Sheet 18 Perforated nailing(exterior) 1st Story Wall-line-A 7/16"OSB w/0.131"x2.5"nails @ 62 plf 6"o.c.panel edge&12"o.c.field Sheet 18 Perforated nailing(exterior) 1st Story Wall-line—B 7/16"OSB w/0.131"x2.5"nails @ 71 plf 6"o.c.panel edge&12"o.c.field Sheet 18 Perforated nailing(exterior) Note: 8d nails=0.131"x2.5", 10d nails=0.148"x3"& 16d nails=0.131"x3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. Gable wall studs at roof level must be same,size,species and grade as wall below. They must also be sheathed and fastened the same as wall below. JOB PRE-32099 SHEET NO 39A OF 44 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE Design Summary (con'd) Location Force Exterior Panel Interior Panel Reference B aEi N ' Q 1st Story Wall-line-3 7/16"OSB w/0.131"x2.5"nails @ 430 plf 4"o.c.panel edge& 12"o.c.field 18A SEGMENTED nailing(exterior) N �„ �T'. x '< � , •fit I 14€' y C 02/23/16 7�) Note; 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails=0,131"x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. Gable wall studs at roof level must be same,size,species and grade as wall below. They must also be sheathed and fastened the same as wall below. ' r JOB PRE-32099 SHEET NO 40 OF 44 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE Desiqn Summary (cona) Note: Corner Studs&Built up Column Studs to be fastened together w/2 rows staggered of 0.131"x3" Nails at ''7 'in o.c. Location Force Connection Fasteners Required Reference V = 02/23/16 c 0 v = 1st Story Module to Foundation -line— Simpson Strong-Tie 1 1/2 in min concrete cover and � 2214 Ib STHD14RJ (30) 16d sinkers, locate 1.5in Sheet 21 from corner Q > 0 1st Story Module to Foundation -line-2 Simpson Strong-Tie 1/2 in min concrete cover and 1476 Ib STHD14RJ (30) 16d sinkers, locate 1.51n Sheet 21 from corner 1 st Story Module to Foundation -line_A Dead Load of Structure is OK Sufficient to Resist Overturning 0 Sheet 21 Load 1st Story Module to Foundation -line_B Dead Load of Structure is OK Sufficient to Resist Overturning 0 Sheet 21 Load Note: 8d nails =0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails=0.131"x3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. JOB PRE-32099 SHEET NO. 40A OF 44 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE Design Summary(con'd) Note: Corner Studs & Built up Column Studs to be fastened together w/2 rows staggered of 0.131"x3" Nails at 7 in o.c. Location Force Connection Fasteners Required Reference 'Sx V m 02/23/16 c 0 U 1 st Story Module to Foundation -line-3 Simpson Strong-Tie 3 1/2 in min concrete cover and � L. 31751b (30) 16d sinkers, locate 1.5in 21A STHD14RJ from corner d > O Note: 8d nails =0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails=0.131"x3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. JOB PRE-32099 SHEET NO. 41 OF 44 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE Design Summary (con'd) An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. All fasteners into sill plate must be corrosion resistant. Location Force Connection Fasteners Required Reference 0.131"x 3"toenails. Roof to Wall Plate Connection 127 Ib 2 23 0 131"x 3.0"Nails in End- Top Plate to Studs&Bottom 127 Ib Grain. NA 23A Plate to Studs 2 per stud Bottom Plate to Floor 95 plf 0.131"x 3.0"Nails NA 23A 16 ino.c. Q 'Aate r rF F,`fj O �,,•, 02/23/16 Simpson Strong-Tie LTP4 1st Story to Sill Plate Connection-Ime 1 &Ime 2 570 plf @ 12 in OC (12) 0.131 in x 1 1/2in nails 26 0 131"x 3"toenails. 1 st Story to Sill Plate 88 plf @ 6 in OC N/A 25 Connection-line—A&line—B Note: Sd nails=0.131"x2.5", 10d nails=0.148"x3"& 16d nails=0.131"x3.25" unless otherwise noted JOB PRE-32099 SHEET NO. 42 OF 44 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE Design Summary(con'd) Location Force Connection Fasteners Required Reference Truss Bottom Chord or Ceiling 313 plf 0.131"x 3.0"Nails toed 23B Joist to Endwall Top Plate @4inOC ii N O yr xd i• O C1 02/23/16 a� c 1 st Floor Endwall Mateline- Top Plate to Top Plate/Ceiling 3013 Ib 2 Simpson LSTA30 Straps (22)0.148in x 2 51n nails each NA Rim to Ceiling Rim across strap Mateline I st Floor Endwall Mateline- (22)0.148in x 2.5in nails each Floor Rim to Floor Rim across 3013 Ib 2 Simpson LSTA30 Straps strap NA Mateline Note: 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. `-�•� S 3 wy� < Yy��k e JOB PRE-32099 Y ' SHEET NO. 43 OF 44 H CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE \ cli f' Des!- n Summa c n d ',j,,'n Location eathing Connection Reference 02/2 /16 MAIN ROOF: 188 plf 0.113"x2"nails at 6"o.c.panel edge nailing and 12"o.c.field Roof Sheathing 7/16" OSB (Unblocked) nailing Sheet 29 Shear OVERHANGS: 6 in o.c. edge&field 0.131"x2.5"nails at O Wall Sheathing 48 plf "7/16OSB .O 6"o.c panel edge nailing and Sheet 33 N Non Shear Wall Suction 12"o.c.field nailing 231 pif 0.113"x2"nails at 6"o.c. panel Floor Sheathing 5/8in OSB (Unblocked) edge fastening and 12"o.c. Sheet 31 Shear field fastening Location Connection Reference N _ „ . 1 1/4”x 20 ga steel strap w/(7) 0.131x2.5" nails each end &(2) .0 Ridge Connection"T 0.131"x3.0" Halls toed Sheet 36 d C C O V1 1/4"x 20 ga steel strap w/(7) 0.131x2.5" nails each end&(2) „ c Flip Connection 5„ 0.131"x3.0" nails toed Sheet 36 cel 00 LO 00 LO Kneewall Connection"9” H8&(2) 0.131"x3.0" nails toed Sheet 36 2 N 1—' Location Force Connection Fasteners Required Reference 570 plf sliding 2"square washer w/1/2"Anchor Sill Plate to Foundation Bolt(Assume 1/16"oversized hole) @ 18 in OC N Connection-line_1 and 27 0, 247 plf uplift 1/8in thick min.washer required v 570-plf sliding 2"square washer w/1/2"Anchor = Sill Plate to Foundation and Bolt(Assume 1/16"oversized hole) @ 18 in OC 27A a Connection-line-2 O 203 plf uplift 1/8in thick min.washer required V r_ 88 pif sliding 2"square washer w/1/2"Anchor O Sill Plate to Foundation @ 72,in OC, Connection-line_A and Bolt(Assume 1/16"oversized hole) 27B 167 plf uplift 1/8in thick min.washer required C 88 plf sliding 2"square washer w/1/2"Anchor LIL0Sill Plate to Foundation and Bolt(Assume 1/16"oversized hole) @ 72 in OC 27C Connection-line-13 167 plf uplift 1/81n thick min washer required 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25"unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. JOB PRE-32099 SHEET NO 43A OF 44 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE Design Summary (con'd) Location Connection Reference U) _ „ „ 1 1/4”x 20 ga steel strap w/(7) 0 131x2.5" nails each end & (2) Ridge Connection 4 0.131"x3 0" nails toed 36A Q e C O V „ 1 1/4”x 20 ga steel strap w/(7) 0.131x2 5" nails each end & (2) „ M Flip Connection 3 0.131"x3.0" nails toed 36A 0 IRT et , M Kneewall Connection"10" H8 & (2) 0.131"x3.0" nails toed 36A 2 N 7 1— +S 02/23/16 8d nails =0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails=0.131"x3.25"unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. JOB PRE-32099 SHEET NO 44 OF 44 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE Design Summary(con'd) - Location Force Connection Fasteners Required Reference N C Outlookerto Endwall 65 Ib 0.131"x3" Nails w/1.5" pen. Sheet 35 Within 3.00 ft of Corner 2 per outrigger C V Outlooker to Endwall 65 Ib 0.131"x3" Nails w/1.5" pen. Sheet 35 C Not 3.00 ft of Corner 2 per outrigger CC t L _ 0 Location Force Member Sizes Splice Conn. If Req. Reference 1 st Floor Double 2x6 Top Plate-No Splices 77481b Sheet 19 Endwalls 1st Floor Double 2x6 Top Plate-With Stagger 2 rows of Slices& @ $ in oc P 0.131"x 3 0"Nails Sidewalls 15371b Sheet 19 .a L O s CL V �c. d' '°w;m •J mss' t Y ,' 02/23/16 Minimum Lumber Grade and Species is SPF#3 Unless Noted Otherwise Minimum Splice Length is 4 ft 8d nails=0.131"x 2.5", 10d nails=0.148"x3"& 16d nails=0.131"x 3.25"unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. Fasteners&Quik Drive®Systems MEE= � o a The Simpson Strong-Tie"Strong-Drive®SDS Heavy-Duty /4 C G Connector screw is a' "diameter structural wood screw ideal - I. —In middle y for various connector installations as well as wood-to-wood m o n midonter of nm board a applications.It Installs with no predrilling and has been extensively S3 screw tested in various applications The SDS Heavy-Duty Connector pertable Sale plate per table _., screw is Improved with a patented easy driving 4CUT'point and Identification a corrosion resistant double-barrier coating. on all SDS Wood structural The#8x-11/4"SD Wafer-Head screw Is Ideal for miscellaneousscrew heads sheathing fastened ' per code fastening applications.The needle point ensures fast starts and (1/4'x3'SDS deep#2 Phillips drive reduces cam-out and striPPIr9• �llJ shown) Minimum penetration SDS FEATURES: •The patented 4CUT point has a square core and serrated threads to reduce Installation torque and make driving easier L Rim board with no predrilling and minimal wood splitting per table • Available with a double-barrier coating or In Type 316 stainless ' steel.Carbon steel loads apply to corresponding stainless r �, steel models •'/e"hex washer head Is stamped with the No-Equal sign and a } fastener length for easy Identification after installation. ; MATERIAL:Heat-treated carbon steel,Type 316 stainless steel 3 The 4CUT Strong-Drive"SDS FINISH:SD8x1 25—Electro Galvanized, point reduces HEAVY-DUTY CONNECTOR Screw SDS—Double Barrier(all lengths); installation Sole-to-Rim Connection SDS—Type 316 Stainless Steel(11AY thrLl 31/2"lengths) torque and makes driving CODES:See page 12 for Code Reference Key Chart I easier. WARNING:Industry studies show that hardened fasteners can 1/4"x3" HEAVY-DUTY ® experience performance problems In wet or corrosive environments. /4 x3"SDS DS HHEAV Accordingly,the SD8x1.25 should be used in dry,interior,and I CONNECTOR Screw Wafer-Head Screw noncorrosive environments only U S Patent 6,109,850, (Not for structural applications- 5,897,280;7,101,133 see note 8) These products feature additional corrosion protection Additional products on this page may also be available with this option,check with Simpson Strong-Tie for details Simpson Strong-Tie°Strong-Drive®SDS HEAVY-DUTY CONNECTOR Screw and Wafer-Head Screw DF/SP Allowable Loads' SPF/HF Allowable Loads' Thread Fasteners Shear(100)1 Withdrawal' Shear(100) 'Withdrawals Size Model � Code (in) No: Length ,per' Wood Side Plate' Steel Side Plate (100) Wood Side Plate' ' Steel Side Plate (100) Ref. (in,) Cartons 11h 1'/4" 16 ga 14 ga& 10 ga or Wood or Steel 1'/" 16 a 14 go& 10 ga or Wood or Steel SCL 12 ga Greater Side Plate SPF LVL' 0 12 ga Greater Side Plate 1/32x1114 SD8x1251 — — — — 50 50 50 — — — 45 45 45 — 170 1/xi'/ SDS25112 1 1500 — — 250 250 250 170 — — 180 180 180 1 120 1/4x2 SDS25200 11/ 1300 — — 250 290 290 215 — — 180 ,210 210 150 1/4 x 21/2 SDS25212 11/ 1100 190 — 250 390 420 255 135 — 180 280 300 180 r 0 1/4x3 SDS25300 2 950 280 1 — 1 250 420 420 345 200 — 180 300 300 240 15, z 1/x 3'/ SDS25312 2'/4 900 340 340 250 420 1 420 385 245 245 180 300 300 270 L1, 1/4 x 41/2 SDS25412 23/ 800 350 340 250 420 420 475 250 245 180 300 300, 330, F20 a ® 1/4 x5 SDS25500 2%' 500 350 ' 340 250 420 420 475 250 245 .180 300' 300. ' 330 Z 1/x 6 SDS25600 31/4 600, 350 340 250 420' '420 560 '250 245 180 300 300, 395' 1/x 8 SDS25800 3%4 400 350 340 250 420 420 560 250 245 180 300 300 395 0 w Simpson Strong-Tie®Strong-Drive"SDS HEAVY-DUTY CONNECTOR Screw-Allowable Shear Values for Sole-to-Rim Connections Allowable Loads Sole Minimum o Size Model Plate Penetration 2x DF/SP 2x SPF/HF ,11/4"Minimum LVL 11/4'Minimum LSL Code into' Rim Board Rim Board Rim Board Rim Board 2i (in.) No. Nominal Rim Board Ref. Size DF/SP SPF/HF DF/SP SPF/HF DF/SP SPF/HF, DF/SP SPF/HF o (in.) Sole Plate Sole Plate Sale Plate Sole Plate Sale Plate Sole Plate" Sole Plate Sole Plate p 1/4 x 41/2 SDS25412 2x 1 2 250 190 190 190 190 190 220 190 15, 1/4 x 5 SDS25500' 2x 2 250 190 190 190 190 190 220 190 L1, 1/4 x 6 SDS25600 2x or 3x 2 250 190 190 190 190 190 220 190 F20 1.Screws may be provided with the 4CUT or Type 17 point 6 Fasteners per Carton represent the quantity of screws that are available in 2 Strong-Drive®SDS Heavy-Duty Connector screws install best with a low bulk packaging Screws are also available in mini bulk and retail packs.Refer speed'/F drill with a%'hex head driver. to Simpson Strong-Tie°Fastening Systems catalog(C-F-14). 3 Values are valid for connections between two members with full thread 7 LSL wood-to-wood applications that require 41/2',5',6"or 8"SDS screws are penetration into the main member For other wood side plate values,see limited to interior-dry use only Fastening Systems catalog(C-F-14)pages 317-321 8 SD8x1.25 requires 1/4'minimum penetration.DO NOT USE SD8x1.25 wood 4 Allowable loads are shown at the wood load duration factor of Co=1 00 screws with structural connectors unless specified and stated in this catalog Loads may be increased for load duration per the budding code up to a Co=1 60. 9.Where predrilling is required for Strong-Drive®SDS Heavy-Duty Connector 5 Withdrawal loads shown are in pounds(Ibs.)and are based on the entire threaded screws,predrill diameter is s/s2' section installed into the main member If thread penetration into the main member 10 Minimum spacing,edge,and end distance requirements are listed in is less than the Thread Length as shown in the table,reduce allowable load by ICC-ES ESR-2236 For smaller requirements,please contact Simpson 26 172 lbs x inches of thread not in main member Use 121 Itis/inch for SPF Strong-Tie engineering. -'•ET LOOM. EvC„ F Lt31ai O4cfl aK,C. " t r'-I i - 2LCOVE 5. 2 .5 r 1 ;?a ! ^iC•G5 TEC i iG 3 '� 3r '•:vP sem`•.'-.?i �-`-ti I?'zz-�: hoz-guy Ir"-1 :=•r"� _�:.'(_X i'">~'R 0 !' ! 2o ':Cz�`:t:rt =++ s gWs?Lv [ ! ! c TYP ::mac i 222 8 C-c 2Cli I } j D CQ5 75 1T �^? I I ro Y-' rn;_s€- i 2c T YPt EF1 N ! Gr C-e'o- 2 1 ^� ? v c I! - <_v r3 _ se t 3•^-•_a} �, , na� :ij:r 0-AD -,7-zs ;8-c_.� 12-� 2.>..� I 2f I c _:T cYcL L'£.i - 7 ^•,il.°r 17, 1 aYP iAr4rC4 5W 13`22-91 :j-26-2'121 { D`'iRILS FGbc LQ1 ~RE, 21A `son _E - =?�._ i t m �� ��.i# TV !3-nk L<�.vi=� :L ?';'r€- _t: riti� LO Z- z t t La ���'•:�, -�1 L2s Tc o -57%-TT E YL LL 1.P241 +-42&ZX2 "KPCJ , 1cG• it G r - - i32 �„ -AP T__ rr� �evsrteo ' ` S STC?Y- 1 lcrLy h i£eSS 21: --2Z•21 r�-C.-291 nfr ?i 1 2 STOR- 2 `.=_ ILY r I 07WAD CK 2 € ILY ( 2 `sC Ze 2D12 ! , _ {{ I ..a?;., PEs'?'; C7'EK_.„' 7 J G c '� � ��.4:r+- ^,.-'-C i T � C€c' Z AWL',' I 1,7z; !CF0,C,`+ HV`ON or 2C,i =22`9i +:0-2_f-�.:�{ S G^'t ?:rte i Ei�=` WY 2-57^,i:•t� ;�==t^,'t•• 4, TYP 2 STGET 3-2291 !::-26.X12! : Fvx �� "^` i_ L; L v,. - 1 .i, € a 2 ST-t"- 2 x =l 3-2- i I.V-2$-2~:27 .c _!s,R&55 SEZ iV'•i -W 7z 1s 2w4;i3 2- t�:� £ !z.-1 2 STORY t�cP C� K Z rF rI g^;a.g' �7:Zrc3 €�� t�� SECT-N, _ , i t .lbw •e^•:.i wi fa ed o I -Zc 1�•Z2 2i I Zw #i - i 2 ST-RY i , =J IT :� I$3.2-?i !iG-zS-ZX2i j Q I C%:'SS Sr^'"1G 2`.a: 3^22^9v. [:G-L4-s•,.3i Grs 'cam• - i ;lir T(P YEk Cii? 2 3--CRI Oil 90-26"23'%1 I'r I C%vs SF---T, F - � 1.2-22-2C-31! - C^ Z,.c.% v3 i •L1.-9_ 7_ ,5h i'=a+;i•.s`• = 1 P^r."-3_1' to i` .>.; c,•= 2 ST� J 3-=2-- I1--_o^c:.:2 I 71'-21 CkC55 EC` Or 2a �^'- i j Go t TYP u _E ery J 3:?? C Zo c i21 UZ LOT) Won';Q .rCYQE 4 �S_ i., � l Zl 1 ;Tc�.I E 2 �Q TYP F ' Lr sM S `r j -i^w 23 2:27 i -C CRGSS T?Gv `C? fi£ 3 G� %� i 153"N loci{ ! €2 t '`J i~QrJ �. y ` 7 ^R kC..r `pT:^ "No .,i-_f." dt G'.�---.if_;'E:: E'7'�•1 I ! 2r -T ;Kx {3 22°S 1G 1}cC C! LC=^ F T€ 2E E'c:.ICEE c�27 i-23-2M4( 23 c..'! sc _V?,y,s T.=�=C a €rs'ri?E 37 my �C -:3-55 \i: S 'JEC•'`?ird tTC� ?$ ! (t_ £�t+�hx':� -rV c-C^-v •z - �- •s;-:-."'sl j£z`-. i I2t •°�t�.r•,,- C P I .'_c7-ag I;2"10=1 i I cZ2 G:�T o '.S�..w; �_..--... ➢ ! i 7,a,_2 i 7/:2 OIL TDD RAF QP'.•, ! - I T I �'•9-'�E ti.�.'`LT,r r=G-_Et_ CE i.t....,.L..-�"'.i^.�3'-_`!`-SL.s. ] - c:; i c:_ ^,FT.!€ Cy_ aG2 9. ,C:2w, r c- 2R ! G�si a^L r2Oi QC-25r,2 I c�`T:�P€ Y�r :E-2:CPT3-22-9.FC•w-' cowl-C-5 _ _ J 2'irm; ONOW ! 1 y t? i cE 4 Ct: 'T t'._`Tnr S s 3 22 9 IL e 2: I I If 1 7: I �T_FN'4fo' cr-:,C-. DE: cius 437ec^? :;r31-c_�! 3a .:,`a::�s 5 .sows 1 3-22-91 C"i`2C'�' 7 �1c t t i Il ;�tr.T: "..,V i+ET�1,.5 3-G`2-3t s- S,reD-* ES tr\-3TE S CQD TI i.DT4o i I "TEtc'.^:«TE CO'tS-, OET" 13-22-8; + Se S - _�3 C-ia-[u141 I 3 ,3S � P F 3- .. I 1 ':c ! C,<G'55 5E':-aGP: ?o•• 2c I 10 S �iY"C_tea 4( 170 ! C ROSS SECT.TCm For 20 3-:-53 ESS 9v S 'E !FSF L a ! 1 € 14a WNDCTLON for 2a b.,m 13-22-9! ;!Z-15-20-3 1 { I S ! .,,> dor 2c 3`%G`..'s !-•'V 2...�1 i ! 6�>w� - E E 4C +•'.r,Zs''4.a T€W for2a.8 ! ,-22-.^".i !i -Zwii'i� } __ (( t •r< c :3_ +t'4 t•''t't•�+ rte. c 1 _ {ad 'CP�a`4ATf1'J For 2.c , ?2-ai t € r� .1x, _. ILu t c.-,,. I'C�27.•2�=_�u' yfi� S E len ;rCvlY-SCz1E tor Zn-,-1 1 3 2z-?13 75-22"- i -E _o I t`%�sriiN^, _>^tiiLa ! 4- ¢'€itni i`_cA far Ziifas �i 13-22-5_ 8c }Faw is rooms ��22 7 __3-K-._ ' I ! l { 44 j FaW A for 2 {--Gs-si €,�,•1S••2O_'1 zc rr,"-':'ii�:u LTRILS i .7•aa" , !4i7 `s G;4vnT:,Ox ,`of a ! 2 a :C i5 2^:D ! Fe ,;C 4� SETA:;_C s 23 O J- 8F 1O+ ! w Pc%•'^a� i`-?f=;r� Si: :'3 X77_-�.. r 4� 1 v Ya.. ECJi:�"•i:TQ'Y' c,- q - '!%- £•-I I s -�„ o••.*- EM-10 2 ! -s"2 ao %3 $ , r�^!:t;, C'"TaiLS P :,r 2 °a ii -22-si ! S y t ELECT 5 }:EAT For 2s 3-�e 9• 0-5-200I I I Z ^%"•ILY { c. + ( !5c I aECT b ?H.=EW - ea J 3-2=^3: ," -15-2Gi t, ;.+" Pti:ur R5'=.'�.�YZ. C='rte S� ( I ! !Sr € r 2 r '''s}L"i 3-=7'?i sv"15-2C2 5,'P�r w.a<rcm F r>sg _ r .,.F.4 , - -=.C" � i;'c�T or cc 3-2291 �iC-2=-iG1Ci w � !" f til.-.`✓Y � ri�S, =:L rh P�?F _t7 Tst�i5 i i��'3,, _ _ ! i MEN 3 t ERT F^s 2--,s,r", 3-22-9: j: -v^21- ]FLIM 43 -''AG - €� K.'v D; AA iiv;r�_R c: ^�_T am 1. v:..WT P.WO on*'t�^,r%of'-^''r==::e.-j - __ . g Y:Y_�- cr 22 ;8- i Zl 3 1c� FWTE u .uy; tcr''.'=�:v E2.T r�"s,;ti�t 5e ELECT b POT for sr 12-on i:.`l`1Sou € - L�R/1,>�-`_i2 2 iL° ! ^r v .i� ro"T•..'.t ^....'t c.S-Yic3 =mow 3c,FR>:��rt,%�S I - `G..0 [ i �'�^..� -Fi!^T' K fr.^. PROEM C t xg-i cOL�,L 1;�0'2 aL`'.S r='ti.f ...n.. 51•x:E...= W P5Y t",L."k Pr :775Es `(" T`7 �...L:.S� :�C2'a.._P::9 i'C.� ��W7:. :"st ��-• �:: e: 3-22-x_ e e�"3'�r'-• .. •-�_ .�.. _ W: ;.r Ft.:..z'` GJ.L ;.�5 i�CSLE'it L: .�'4=�'u:=_ 1 4:>o E ELEC' b t-;=PT `ar ,v -g` 6_ r. 7�--r'_ r'T '^' - 'T_':5 W: .r _ moo x S T. '�"_ e� '� taY trS S L 2 322 s L: G 1 o t L s _ih` '='cc WO-ED 2�c ez:2 ...,Jt STC o`:-:53.-_-, i-L�v NAW e: I C_'R'•:ti - c:' "es.;L^.:rr=`T`'T s:.�".._r-c1,�z.5. t r:•r•-t {auA Tt, IN: :6r Gt? {C`Za"$�_ C-i5-2C'Ca I f�S i+CLY C'! : 9tCC Y i _ _ _ ":$`�'t �`4.Kr:•Ei:;Oi S;.`vCC�t=S elL€S:�tt FR K*!•_E 4`'42. r - _ ^^ k, C,.E . '� csy; --_-':EE`: >>?J iY^ i775a t��nrt ! tSh ,ELECT ,z mor 2 - .::c ry:_ _ s� esn :i. :xri+Y; it•ux} ..,_ go @3 ,� },`"^•- �_ � • r +- r -' ii � pyrerai L:'a Sps:r•n,i.•e&4 er Ganpemrrt i - ! 2G t :5-cO:_I se =S 3aHJ"8�. ?eiS,o2L -2-?ost ,,.;;:ST ="vs C.K LESS 2 NIAR tom:e.t'y-=�`5 ,w a`.-, :q,•I�_ �•? :r Ci S FI41%`€ .o}' Ztr 3-G2.1 12-ZI jC Via€ 4 i•L:R>";.. u CID".AAEr +L::-.Ye' :'=::T i�t3V:5 r,.. r v i., � ^Vs! � wY CCT - 2 ( ,v k^.•LC!`.:s,ac az:^s:+:e•rr.: T-- _ _ _ _ ns .4 S7OY i 4)G rfi?>-s I:�cGf-'-E$. 4�:-;f��a;- w E i�.�# 2 �.''.va' '•`-`E 1 r 442 -3 t` F LROYS ZELL E yrK?03 f x OT 5y + s -EL..EC, .�i -EST f6^ 7-. !2-!%_z't :Z-'[1w1".'MC•%I � ! T`RJ-PE LT�nT?C�"e �5�' 4-O:-Zt�33i 4e�•n�z_rm.sc•.�rx=s:P>�rrG:n.=>�a+_�cs>7 z"''sC. �t'��..r,a.. `T +rtJ '.7:TN ,-` c.�`^t ,1rsF.:•' Pf< } x.'.N:."w.-.".LICHT ,O VENT rr;..L-£3r_ ^ W -'•i. ( + :,.t-.... E.,e -q I _=^:.:'fwsaz,r.:-�> -•rs-^>r^haxn-:.ax:azs VES r•triG•-•" -.�^ ✓S r C� L.'- Y :7755 X:Ni}':.."•c,.y C:':5. 9'REPS.UIGH7.��NT�Er.RE55 � 51c ELECT 3 t�' >^For 20 {own �.�iS'2fl: � � --- zc>a•xacrn� rzG" C'.r vK'e-t 1 CR n to w: CG`€T 3 ti >r$ f 2 i 1ES k€: y?f=3 n�E S L yti=£ LE Y kzr i { �LEwS 3 ", °or { [^ 1 { :C 1-•d� L'L't;.T 5 '� �C9: _ _ - 7- - .:o - 0150€3:"' 9 4TT c.,---ct E;^_i-_....O >=sa+t�• .,.r vte<�r.+ety .�,.cs 4a:<[ •t ^Y"2 FEET vel Dl .-. D G:_%"E? I D..ES Y �` »e = i �Y ^ =5 3t�Y 3Y Or GS3 rL� �G yt r i, :.7N.L h.+ '+r,•M L€v".,_A FSs^.s-:.-•�:.�: ,u'it ('LEi.2 F`.'� ���-I -Y :,';..� r M,� . -•-i T�� �f is = ti w !a 2 2=5 uG_5 'C Pi. ! i �r = w v �,E>_ � t „T SY�T'" I. -t ems[�<r ��.c s•*c. L\ c5. I -^ =�'z c� � �' �iE .�7 .€ t `y_ i � o or W"EL S-i 97 A T'I'CS WiTr LS rT 'G ST:a: : 2 _ _ r 5- %..:E x- 5r EL s & r=�' For 2= 13-22-SS 'r:w-15-ZG: c H.x> SO C i_ c Ute% G••aROL A iD&FO" ^ �� b +riv r Cy " :SELL`. 5 Lt£E w x G2 F2'e�5 5. E Sti-::a tom"i ik: ES 5TH rm = _ .i EECT for 2s oc_ 7_-_�3I T yfry L SYE L _' /G�' rte. .=5 .4: S g t" L. !3-=2' l:i.-.7 L12,. C%._. _ WITH TpuSs 5 THIS Li:-. �E;g �'T -S€iT s - u I _ C.,^-`.a;e<I1r'TIC" TTS: Y-� ..��^'e,^,TEiTt`v �5 F�•c Cw•-:R•.*i-'x���';3 S_`z�:.�.Ess��1'�_a.;�`I. ?`y �;° riT ;`o^' Zt 3-2%"� {:".-3-?^.."? I ' � Z ST'.�eY .�=LS too 1A'=W a'r.'`>'Y By PFTIVO TO T"WK $t..E.CP.->;NG 3s 7OF PLM: STQ:R CCA:L�f 5,� F"t E'CI °Z'' 2i >B-22-95 •j-ZL=C f i r� ---17 C" THE 0TTOfi` CHCZ7O : NUT i =E -<«WZ s=s.7i. 1 7^% - - a LE=SS[:`ri i 2 3 ANT -R',SSES ;-s`Tri €a 3S r 'IRTTC v n:Wz-K SY�t•5- 6-1410. rv?: I C .PC= scr 2! 3 2c-� {'?^ ( 1 I c-4z I.e7-$ C4'''��-t;'>.:.:-ftT:'.:�7 i P>`.tk;- CF 3,z-5R:£S :3i'c P,8 +'.c_4:4 _ :s• ! tC vC;�'FiINiiLri n L `,'k:..'L. <'[ Lam'"S .r ? -PEE-.`, 1 t"^.5�D 1/C'r,�FS;vuRTi£S-+'tKL.SYSTc" P LG' t i C r TLT E ?`sY Si wezl i;.A=;zC zE l:rt4:=-a o. {Nu a" 2 rE_E+ - CR GRCgT�. �R T I=ICPTWN L.,._•EL rak DRi q �LRTE, r LE=: ,TIC•€RZ,=2?5U�;:Tr���T2`7v w"R -,.XED STS G=� tl?ES- 2, NTE -'s. :;T A. � �z w'1», ti aY2 4 .�C^� Tc Y H t Cti= _ T -r isEe_-.� ABC,: £� ! _ ��� Ia w moi_ 120MPH 3-SECOND G Sri L ^S G T G r^ z T Y � I T YP «^ �L ^^O I o+ o L L SPECI=?ED _•.; 3:�YL4 1:5 r'4 r'R 4..Fw s Eiri<Y F.$4i G2E-E. s UST SLEcPIhu k_Q411S 133 ccr; ;tea'-T^7 2�S_i`i, ,T L w 5€� R_�-ar -L Fa* 2,1:=k_: r -mss:. Nov���Y S rIN SFiR ...^•.T '_.`E �.=R ,i w ;pi I.Alp-z':u ra^ ''�mrt`.r:. loam Anal��sS f ! 4".+.,� 1L IG4 ,titi,'-{ .� x.Cv U•.'ci E.n EX' ... �;r -_; ^ c- s' '7 k>4y° r.:,. _W nc..>Y'£v -� T ,,,• I _ I t t €___-•_ ___ _ I 21 'KL- "';'�'.t.0 IL`i'>.. 2:u c it+0.:'c zr�..x�>s 7 G :'3 Yr`_s. _ RYS e .3Y MNSERVAT-C: CC iii S L - Ttc r Y TCT: f rS�`J!. v"-�� ! ;-•.".. cam' t4 Fo: w sO T&AW D T�t..R El, "` 3,...t-w€ii.F a�3�=2:c w.J LE.'_,�Y u_rr •.t�... -TS? 23rai.�y3 E JTct StcT.:=� r^3 1=,�C;: '>"` �' CTi� { ,� ,_�^:Tisl c "" I�7�--� z W K `EEE r.:.D "• ttiJs.l>.: r�',S RZ5^reck. Tom A 4 r�iyReilG•...\C'LLO-N; p.-,�= � 1 '�,,'�,� �.. f €�`YS RL7i-;_-_k CIC'CL`c-ti t . SG [:c'}...:L r.sR E "'-t € :f=s.K T C5E �$3.F'�:i kiti 2._ y.y -�•---- 5"EE�• ;C. ati 90 3 Iw f'K'O'v':E:cA TO TV T<K 7, !! �Y�e c---e C:.,•<�;>r w `ae��..r�-•z^.�E2 E - J ~ r a�u a r1==£'J'..." s~% _:Pty- C3: t �_ I I tiv ,lair�tF� i v. 5- .ti IS73:€i Z r I Y c. __v_ts =E-< I I I I :C `Siwd CGL'c� _E _C__R uO_ i ;N.Sr �•--'• ci-c-- T:tti'�.k.?'75 �P`i`'it_ t}•}i T•... Q riS4:� 5:C-\ --R V w..R_4- 3 hC"l•>•X.. %.-D��� {-•may} L S: u E'L� 7 =� ue cc`C^GA7�" ;_r N:Tl:�'. T�'-='xY 1 I I i _zi 1 S ' ?ice �^"TE 447 v'v- r-.r� Ti.^.F•=�'i LY z t 7- :f Br` S a_-z },TE� �tSMIC Vii:=: i'[CGS ! r'vi-:`!�'Y£ i4�.': SY=ra:u:3 r 'Jrt<rn� ••�Z 'iL", ! _~ F�c icGsEC=�:•�tF.S.E#:R4 Rtw.s 1 - ( I i ��• 1'7Sa -_. %nom` QY C ARC E>'--,P I F-,n'I 'fesE:S`iI _- rt- . _! I ! 1 v = K , :Sr-,7, %3., C` + =:CF, 5• � - ° l i 1t;1` Lz, 4 t; 5 EE i V,t i � i ,r.-�T�Fc�� 3 >w -s-Z2--9: i :::z;'c �s^,'.}-•c t5 j _a " ,f 58'-5" 51'-4 1/4" 42'-7 1/2" 37'-10 1/2" 27'-4 3/4" 16'-4 1/2" 5'-9" 56'-3 1/ " 531" 47'-7 1/2" 34'-7 1/2" 19'-7 1/J' 11-0 3037 t 32 0 t 3037 RRNGE t 72VINYL 3037-SG 3859 02/23/16 lz W39M I IW21.30 W3014 W1830c EGRESS -6' '-9" 6 /2" ----- L--- 1 D ale DW 624 1;j �' 14'-5 1/2" 8'-3" \ 10'-6" 60° SHWR I In �& LABELS 12'-7 1/2" B/WFi 1 o V30 i W BATH 1 I II Q �z @� m 45'H Wf�L W/6 1/2' CT LT REG /PROWO: 15.33/30.00 As LT REQU/PROV'a 1A.92/24.10 rn of m - KITCHEN VT REOU/PROV'D: 7.67/15.00 VT REQD/PROV'D: 5.46/1142 o BRTH 2 I FULL OVERLAY CABS) m -4C3 I1BFI �i m I iI WFl � SUPPORTS QI I1A> i I CLO I 3D N -I---8�_-4---- I o �0 STUD O STUD 52 I u ---0 `\ O -O- O f0 30 3'-1" 2'_2" 3'-9" 30 2 2"9'-1'2 " 30 N ------- m _ m 4-snTsw Israte sraaPs sTM 30 30 i� in COLUMN To CLG amm OTO FLR GJ]MFR EA ModlE BY N Cit-TOTfLI - '-6" 1'-6" 3'- 3'-5" N N L� " INTERIOR BRACED WALL FIXED --� FLUE COMPLETION o WINDOWS obi ON-SITE BY BLDR �� 8 00 INTERIOR BRACED WALL n' ih LT REO'D/PROV'D: 19.94/2410 '� i° o m N VT REQ'D/PROV'D: 9.97/11.42 ADD 2 To STD LIVING RM EQYFR {Q - N 10oE9$W RCLUDE GLM of FLUE PACKAGE -Y-'-"'� CS mcn STUDIO WINDOWS) FOR RAISED + t LT REO'D/PROV'a 23.77/36.15 BE 2 "' ROOF OPTION ) VT REO'D/PROV'IX 1L89/17.13 LT REO'D/PROV'D: 10.93/12LS Xh VT REOU/PROV'D: 5.47/5.71 -1 N 42" HIGH o O N I WALL : F� 19'-2" 22'-4 1/2" 0 5A M0 3'-3'iO7 13'-1 1/2" 4. I EGRESS \ I-- .I EGRESS Ih 38592 Q 3859 0 3859 3859 036SL1 Q 3859 Q 45-11 23'-2" x 17-3 1/2"t 13'-7 1/2" X 57-5" 37'-3 1/2" 1 33-1 1/2" 28'-11 1/2" k 20'-5" 7'4" 0 : ON-SrrF ROOF•C'ONNFrTIONS 7/17 2BW MOM (HMSSSN20E T-2 1/2' T-2 1/2" T-2"' 7'-2 L2" T-2 1/2" RIDGE CONNECTION-6: L25"�QO(1a STEEL STRAP W/ 7-13A M x25' NAILS ER END d 2-0.131'5X3" NAILS TOED. FLIP CONNECTION-5 L25"x20An STEEL STRAP W/ 7-0131°xZS" NAILS ER END d 2-9.13IN3A" NRIL'-55 TOED. JOINT 9: I-SIMPSON He OR LTS12 d 2-0131"x3A" NAILS TOED 36'-0° 15'-0" FA TRUSS. RAISED ROOF TRUSS AREA ON-SrTF ROOF CONNEC'T'IONS 7/12 28W RR15F0 ROOF (HM3444091: RIDGE COM)ECTION-4: �S'�� STEEL STRf� W/ 7-0131"x25'NAILS ER END 6 SUPPORT COLUMNS s T-2 1/2' DC, MUST WITHSTRND R)IRL LOAD OF 1947» d SHIP LOOSE 2-2x6 SPF2 PORCH HEADER SPLICES MUST BE d 2-0131'5X3' NAILS TOED. -L000w UPLIFT. 6 COLUMNS SPACED AS SHOWN. LOCATED OVER SUPPORT COLUMNS. STAGGER SPICES IN HEADER FLIP CONNECTION-3: 1.25N2 STEEL STRAP W/ 7-0131°x25" NAILS ER END ON-SITE CONNECTIONS FOR LISTED LOS PROVIDED BY El-DR. (SHIP LOO2-2x60-2 1/2 4 2-2(BAV- 1/2' d 2-2x6x14'-5") '5 d 2-0131 W' NRLTOEII e� ,g� JOINT ](LElA TRUSS. HB OR LTSI2 d 2-0131"x30° NAILS TOED 12OMPH 3-SECOND GUST QN-TTE RORCH RAFTER CONNECTIQNS: 9�! 07) i RAFTER TO PORCH RAD, 2-0.131"x3" TOED NAILS 02-22-16 DM PE PORCH RAIL TO TRUSS HEEL: 2-0131'5X3" NAILS �, NY GSL Of7TA: I OT I iPE FIRE SEPp2RTTON: - NOT RFd aFFll 02-17-16 DM PE In ��. GSL REM/DL21571/ELEv= 35/<lIm WALLS/PROJECTIONS >5 FROM LOT LlrlE PREMIERBUILDERS 025-15 DM DB GSL RE09/OESIGN= 35/35 1-15-16 JK REV APPLICABLE BU01 M CODES DESIGN SNOW ZONE= 35 GSL ,m eae 12-31-15 DM REV 2010 RESIDENTIAL- CODE OF NEW YORK STATE: 2010 NYS EC= 2008 NEC FINISFED FLOOR cG ABOVE GRFlOE SIOEWALL7- 2x6 16"oc WINDOWS= SILVERLINE 5H ROOF= 7/12 Woc (90•) AUSMCi'rfL71061MC 12-18-15 GH REV THE PLANS RND SPECIFICATIONS OF THE PERMIT SETT ARE DERIVED FROM AND CONSISTENT AROUND ENTIRE PERIMETER MRRR WR LL= 2x3 16"oc CLG= R-3b, WALL= R-21 ROOF= 7/12_RR IS'= (750 q g VM' 6�' 10 2315 DM� WITH THE PLANS RND SPECIFICATIONS ASSOCIFlTED WITH THE APPROVAL ON FILE WITH FLOOD ZONE - NO FLOOR JST= 2x10 16"ac FLR= R-191EY BLDRI DESIGN WIND ZONE= 120 SSG THE DEPT OF STATE, WHICH WERE APPROVED ON 2/20/2015 UNDER SYSTEM *M1387-02-070. FOUNDATION TYPE - BASEMENT CLG. HGT. 8'-0" (SEE RESCHECK) WINDOW d DOOR DP= ,TURN KEY / FINN �s 5TOfaES ABOVE GRADE - 1 xxxx �WARNIT C IT IS R VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON. 5PRINO�ER REQUIRED - 1 AODTL BSMT COL - # STAIR OPENG(S) BASED DP40 QNT) d DP50 (CORNER) UNLESS HE IS ACTING U40ER THE DIRECTION OF A LICENSED PROFESSIONRL ENGINEER. LABEL - " ON 82S'/9A0" GEOMETRY DEST. 540 MIDWOOD RD FLOOR PLRN mm 000 TO ALTER THIS ITEM IN ANY WRY. CUTCHOGLE. NY 11935 DESIGNED FOR OPTIONRL WIDE INTERIOR CRSE-TRIM SUFFDIx co. XaK DRM 09-24-15 3%16"=1'-0" 3�9-000 y A = STHD14RJ B = (3) LSTA18 from wall studs to double floor joist. C = HHUS210-2 hanger from double floor joist to " mateline floor girder. Provide connection on-site from floor girder to foundation support for 3175# uplift. LINE-R 6'-3 3/4' 4'-4 1/4' 6'-0 1/4° 10'-Lt L4" 6'-8 3/4" 7-9" 4'-1 3/4' AA n DWI O O -EA cn t .F strap across mateline per fasten mateline calcs. floor rims together w/ 1/2" thru bolts at` 48" o.c. or 3/8"x8" 1 lags @ 32" o.c. I � � I I ' 1 m in "m fasten 1st stud in fasten 1st stud in i - nterior wall to exterior © interior wall to exterior =r• =_ r>; wall column w/2 rows, wall column w/2 rows m of 0.131 x3 nails at 8 o.c. per row staggered. of 0.131"x3" nails at 8"r�� .- -•� - -4. LINE-3 P 99 � o.c. per row staggered. ch „„�• "�;>` � O i LINE-3 m I I --J I 1 m 02/23/16 TE 46 1 vz° ® 13-9 vz' A s 9�3/4" S3 3/4" i Wall Line 3 Requirements: ILINE- Double Truss over wall Double floor joist under wall. Fasten double truss bottom chord to top plate w/ 0.131 NY nails toed at 3" o.c. Fasten bottom plate to double floor joist w/2 rows of 0.131"x3" nails at 8" o.c. per row 120MPH 3-SECOND GUST staggered. . yDIE SEE HIGHTO DESIGN SUMMRRY SHrS FOR UPLIFT, SHEAR, SLIDING, sHEATHnJG, CORNER STUDS / BUILT-UP COLUMN PREMIERBUILDERS NY NOTE: STIRS RND TOP PLATE LIMITATIONS n"'o��im■.u°�'a RPPLICf�LE BUDJ]DVG CODES -4'x9' EXT WRLL SHTG 2010 RESMENTLgL CODE OF NEW YORK STATE; 2010 NYS ECCCS 2008 NEC A=0 n[LF�MfCT OM K pt c.Ps w5o a 0745fB-�5 THE PLANS RND SPECIFICATIONS OF THE FERNY SET PREWITH DERIVED FROM AND CONSISTENT itrao�n mwo� s"'-'�r 02-22-16 DM PE WITH THE PLANS RED HI C W R E RM ASSOCIATED WITH 5 U APPROVAL ON FILE WITH TURN KEY / FINN 53=3 THE DEPT OF STATE, WHICH WERE APPROVED ON 2/20/2015 UNDER SYSTEM •M1387-0Z-070. ■■WARNING IT IS R VIOLATION OF THE NYS EDUCRTION LRW ARXXXX TICLE 145 FOR ANY PERSON. UNLESS HE IS ACTING UNDER THE DIRECTION OF R LICENSED PROFESSIONAL ENGINEER. HIGH WIND DESIGN - la "m 000 TO RLTER THIS ITEM IN RNY WRY. __ ox or. oa�e sole DRM 02-17-16 PE 3/16"=1'-0" 1 32099-000 JOB PRE-32099 JOB PRE-32099 SHEET NO. 1 OF 44 SHEET NO. 2 OF 44 David E. Billingsley, PE CALCULATED BY DB DATE 2/14/2016 CALCULATED BY DB DATE 2/14/2016 217 East Main Street•Middleburg,PA 17842 CHECKED BY DATE CHECKED BY DATE Phone(570)837-0577•FAX(570)837-0585 Design Criteria Listed connections to foundation/piling system must be reviewed by the foundation/piling design engineer. Foundation/piling engineer must verify the listed connections are appropriate with acutal foundation/piling Design Criteria Cont. system. Foundation/piling engineer may specify alternate connections that meet the required loads. Warning: It is a violation of the NYS Education Law Article 145 for any person unless he is acting under the direction of a licensed Professional Engineer, to alter this item in any way. Location: Floor Diaphragm Aspect Ratio Length of side (1-1)(house width) = 27.5 ft. NY Length of side (1-2)(house length) = 66 ft. 120mph Exp C or less w �-- L2& L1 = 2;4_:1° < 3 :1 -OK Building Description: ` — % V'` by `���`ti Max Mean Roof Height= 15 ft. Residential One Story /jam '� ''``I Exposed Foundation Height= 2 ft. Modular Wood Frame Construction i� i :. ' c`r 3- m i Roof Framing Span (Horizontal Projection) = 13.75 ft Codes: ' ,, �j, Roof Framing Spacing = 16 in. o.c. '� 2010 New York Residential Code Roof Overhang Length` 1 ft. 2005 NDS 02/23/16 ASCE 7-05 Roof Slope= 7'.-A-2, Building Importance Category: II ;.µ. Seismic Criteria Roof Diaphragm Aspect Ratio Seismic Design Category (SDC) B Length of side (1-1)(width) = 27:5 , ft. Short period design spectral response acceleration (SDS) 0.32 Length of side (1-2)(length) _ =66;, ;ft. `''" = `- - Seismic Importance Factor _.1.00' {} 02/23/16 Roof/Ceiling Assembly Dead Load= 15 psf Basic Wind Speed Roof Framing Type= Truss Vasd= 120 mph Exposure= C Truss_ID-#_ = HM585820 & HM344409 Wind Exposure Adjustment Factor Wind Importance Factor ;-1_b0 Max Uplifts#Marriage Wall=_ ,LL,_ 612 lbs per truss Snow Load - ' 325 lbs per truss M'az Uplift:at_Sidewa_II Wa_I,I_= i Ground Snow Load = 35 psf Snow Importance Factor - 120MPH 3-SECOND GUST JOB PRE-32099 SHEET NO 3 OF 44 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE Design Criteria Cont. 1st Story Loadbearing Wall Height= 8 ft. Wall Stud Specifications = 2x6 SPF#3 Wall Stud Spacing = 16 in. o.c. Shearwall Segment Aspect Ratio 1 st Story Shearwall Height= OSB- PLY GYP 1st Story Minimum Shearwall Length = H/3.5 = 2.29'-ft. H/1.5 = =5-33_ ft. 1st Story Wall Length Available for Full Height Sheathing Bline 1- 1740 ft. Lline A 46.00 ft. Bline 2 21.25 ft. Lline B 40.50 ft. 1st Story Maximum Unrestrained Opening Height Hline 1: 66 in. Hline A '84 in. Hline 2 66 in. Hline B 84 in. -<"�✓'t"".= �r� s fit. \-/LS pie 02/23/16 120MPH 3-SECOND GUST JOB PRE-32099 JOB PRE-32099 SHEET NO. 38 OF 44 SHEET NO 38A OF 44 CALCULATED BY DB DATE 2/14/2016 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE CHECKED BY DATE Design Summary Design Summary Location Force Connection Fasteners Required Reference Simpson Strong-Tie MTS18 Location Connection Wall Force Spacing Reference Roof Truss to Wall Stud 244 plf (6)0.148inx1.5in nails each Sheet 5 - - Connection endline A If 7/16"OSB/PLY overlap floor 167 P 6 in o.c. @ 32 in o c - rim joist min.3" "- 1st Story Wall line_B 167 plf 6 in o.c. Stud to Floor 0.131 in x 2-1/2in nails Band Connection Sheet 6 x r - w \ ,•;1 y line_1 344 plf 6 in o.c. Use 2 rows of fasteners along bottom edge of panel _ r F j d line_2 252 plf 6 in o c. 7/16"OSB/PLY overlap sill line_A 167 plf 6 in O.C. plate 1.5" w: N - line_B 167 plf 6 in o.c. Floor Band to Sill 02/23/16 Plate Connection 0.131 in x 2-1/21n nails Sheet 7 Use 1 row of fasteners along line—1 344 plf 3 in o.c. d — N bottom edge of panel C line-2 252 plf 4 in D.C. V- - N C O V d - C ' C O U Note: 8d nails=0.939"x 2.5'; 10d nails=0.148"x3"& 16d nails=0.131"x3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Q- Toe-Nails may not be used in Seismic Zones worse than C. YK i• Y * lii ���j�� 02/23/16 Note: 8d nails=0.131"x 2.5'; 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25" unless otherwise noted . An equal or better connection device may be substituted for any connection device listed. Staples and 120MPH 3-SECOND GUST Toe-Nails may not be used in Seismic Zones worse than C. a JOB PRE-32099 JOB PRE-32099 SHEET NO. 38B OF 44 SHEET NO. 38C OF 44 CALCULATED BY DB DATE 2/14/2016 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE CHECKED BY DATE Desiqn Summary Design Summary Location Force Connection Fasteners Required Reference' Location Force Connection Fasteners Required Reference Simpson Strong-Tie LSTA12 (10) 0 148"x2 5"nails Roof to Wall Stud Connection 459 plf � Sheet 11 (5 each end of strap) @16inoc cc 02/23/16 �a c� o � w w y— ` � o O N _O '" _ V = r'r s _ c=§ 14, 'CL 02/23/16 1st Story Wall Stud to Floor 400p If Simpson Strong-Tie LSTA12 (10)0.148"x2.5'nails 11B Girder Connection (5 each end of strap) - @ 16 in o.c. Floor Girder to Foundation 400 plf Fasten on-site for listed load 11B Note: 8d nails=0.131"x 2.5", 10d nails =0.948"x 3"& 16d nails=0.131"x 3.25" unless otherwise noted Connection An equal or better connection device may be substituted for any connection device listed. Staples and An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. Toe-Nails may not be used in Seismic Zones worse than C. 120MPH 3-SECOND GUST JOB PRE-32099 JOB PRE-32099 SHEET NO 39 OF 44 SHEET NO 39A OF 44 CALCULATED BY DB DATE 2/14/2016 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE CHECKED BY DATE Design Summary(con'd) Design Summary(con'd) Location Force Exterior Panel Interior Panel Reference Location Force Exterior Panel Interior Panel Reference u >i N02/23/16 N a a 1st Story Wall-line 1 � 1st Story Wall-line7/16"OSB w/0.131"x2.5"nails cC 7/16"OSB w/0.131"x2.5"nails @ 247 plf 4"o c.panel edge&12"o.c.field Sheet 18 —3 430 plf 4"o.c.panel edge&12"o.c.field 18A dPerforated nailing(exterior) nailing(exterior) 4) SEGMENTED N � 1st Story Wall-line-2 7/16"OSB w/0.131"x2.5"nails @ N 203 plf 4"o.c.panel edge&12"o.c.field Sheet 18 Perforated nailing(exterior) '`' 1st Story Wall-line A 7/16 OSB w/0.131"x2.5"nails @ n Y >• r 62 plf 6"o.c.panel edge&12"o.c.field Sheet 18 ' ;, :'z �•1f Perforated nailing(exterior) 1st Story Wall-line B 7/16"OSB w/0.131"x2.5"nails @R 1 71 plf 6"ox panel edge&12"o.c.field - Sheet 18 Perforated nailing(exterior) ; 02/23/16 Note: 8d nails=0.131"x2.5", 10d nails=0.148"x3" & 16d nails=0.131"x3.25" unless otherwise noted Note: 8d nails =0.131"x2.5". 10d nails=0.148"x3"& 16d nails=0.131"x3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. Toe-Nails may not be used in Seismic Zones worse than C. Gable wall studs at roof level must be same,size, species and grade as wall below. They must also Gable wall studs at roof level must be same,size,species and grade as wall below. They must also be sheathed and fastened the same as wall below. be sheathed and fastened the same as wall below. 120MPH 3-SECOND-GUST JOB PRE-32099 JOB PRE-32099 SHEET NO 40 OF 44 SHEET NO. 40A OF 44 CALCULATED BY DB DATE 2/14/2016 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE CHECKED BY DATE Design Summary (con'd) Design Summary (con'd) Note: Corner Studs & Built up Column Studs to be fastened together w/2 rows staggered Note: Corner Studs & Built up Column Studs to be fastened together w/2 rows staggered of 0.131"x3" Nails at 7=._in ox. of 0.131"x3" Nails at :=':7=,- in o.c. Location Force Connection Fasteners Required Reference Location Force Connection Fasteners Required Reference -�^"".. .•. ,�.�rf - � .+' tom.. '� .`> � ^�"''-'_,.yy>^" .;Mgr = � _`.,...M.,- �..f��.>•. N _ �`•��; V c 02/23/16 = 02/23/16 c � 0 0 0 U 1 st Story Module to Foundation t 1 st Story Module to Foundation -line— Simpson Strong-Tie 1 1/2 in min concrete cover and -line-3 1/2 in min concrete cover and L _ �C 2214 Ib STHD14RJ (30) 16d sinkers, locate 1 5in Sheet 21 i. 3175 Ib Simpson Strong-Tie (30) 16d sinkers, locate 1.5in 21A t! from corner STHD1"4RJ from corner. d _ � > > 0 1 st Story Module to Foundation 0 -line-2 Simpson Strong-Tie 1/2 in min concrete cover and 1476 Ib STHD14RJ (30) 16d sinkers, locate 1.5in Sheet 21 from corner 1 st Story Module to Foundation -line_A Dead Load of Structure is OK Sufficient to Resist Overturning 0 Sheet 21 Load 1st Story Module to Foundation -line_B Dead Load of Structure is OK Sufficient to Resist Overturning 0 Sheet 21 Load Note: 8d nails=0.131"x 2.5'; 1 O nails=0.148"x 3"& 16d nails=0.131"x 3.25" unless otherwise noted Note: 8d nails=0.131"x 2.5", 10d nails =0.148"x3"& 16d nails=0.131"x3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. Toe-Nails may not be used in Seismic Zones worse than C. 120MPH 3-SECOND GUST r JOB PRE-32099 JOB PRE-32099 SHEET NO. 41 OF 44 SHEET NO 42 OF 44 CALCULATED BY DB DATE 2/14/2016 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE CHECKED BY DATE Design Summary(con'd) An equal or better connection device may be substituted for any connection device listed. Staples and Design Summary(con'd) Toe-Nails may not be used in Seismic Zones worse than C. All fasteners into sill plate must be corrosion resistant. LocationForce Connection Fasteners,Required Reference Location Force Connection Fasteners Required Reference 0.131"x 3"toenails. Truss Bottom Chord or Ceiling 0.131"x 3.0"Nails toed Roof to Wall Plate Connection 127 Ib 2 23 Joist to Endwall Top Plate 313 plf 23B @ 4 in OC 0 131"x 3.0"Nails in End- Top Plate to Studs&Bottom 127 Ib Grain. NA 23A Plate to Studs 2 per stud Bottom Plate to Floor 95 pif 0.131"x3.0"Nails - NA 23A , 5 ` 16 ino.c. t = M O V 02/23/16 o ; Cf .• V , ,, £r y, c s tM U) N 02/23/16 1st Floor Endwall Mateline- Top Plate to Top Plate/Ceiling 3013 Ib 2 Simpson LSTA30 Straps (22)0.148in x 2.5m nails each NA Rim to Ceiling Rim across strap Mateline Simpson Strong-Tie LTP4 1st Floor Endwall Mateline- 1st Story to Sill Plate 148in x 2.5in nails each. (22)0 Connection-line-1 &line-2 570 plf @ 12 in OC (12)0 131 in x 1 1/2in nails 26 Floor Rim to Floor Rim across 3013 Ib 2 Simpson LSTA30 Straps strap NA - Mateline 0.131"x 3"toenails 1st Story to Sill Plate li Connection-line_A&line_B 88 plf @ 6 in OC N/A 25 Note: 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails=0.131'-'x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. Note: 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25" unless otherwise noted 120MPH 3-SECOND GUST _ XQJOB PRE-32099 JOB PRE-32099 „ - - SHEET NO 43 OF 44 SHEET NO 43A OF 44 CALCULATED BY DB DATE 2/14/2016 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE CHECKED BY DATE Desi n Summa c n d . _r` `' '` �� Design Summary (con'd) Location -- Bathing Connection Reference 02/2 /16 MAIN ROOF: 188 plf 0.113"x2"nails at 6"o c.panel edge nailing and 12"o.c.field Roof Sheathing 7/16" OSB (Unblocked) nailing Sheet 29 Shear OVERHANGS: O 6 in o.c. edge&field s 0.131"x2.5"nails at d Wall Sheathing 48 plf N 7/16" OSB 6 ox panel edge nailing and Sheet 33 Non Shear Wall Suction 12"o.c field nailing 231If 0 113"x2"nails at 6"o c. panel Floor Sheathing p 5/8in OSB (Unblocked) edge fastening and 12"o c. Sheet 31 Shear field fastening Location Connection Reference Location Connection Reference y y p „ 1 1/4"x 20 ga steel strap w/(7) 0.131x2.5" nails each end & (2) o „ „ 1 1/4"x 20 ga steel strap w/(7) 0.131x2.5" nails each end & (2)Ridge Connection 6" Sheet 36 Ridge Connection 4 36A 0.131"x3.0" nails toed 0.131"x3.0" nails toed d O C = c = O O U „ „ 1 1/4”x 20 ga steel strap w/(7) 0.131x2 5" nails each end & (2) U „ „ 1 1/4"x 20 ga steel strap w/(7) 0.131x2.5" nails each end &(2) CD Flip Connection 5 Sheet 36 M Flip Connection 3 36A 04 0.131"x3.0" nails toed CD 0.131"x3.0" nails toed co d. Lo 0 LO Kneewall Connection"9" H8&(2) 0.131"x3.0" nails toed Sheet 36 ce) Kneewall Connection"10" H8 & (2) 0.131"x3.0" nails toed 36A 2 = y y y y O O - Location Force Connection Fasteners Required Reference 570 plf sliding 2"square washer w/1/2"Anchor Sill Plate to Foundation Bolt(Assume 1/16"oversized hole) @ 18 in OC B Connection-line_1 and 27 rr 0247 plf uplift 1/8in thick min.washer required 0 570 plf sliding 2"square washer w/1/2"Anchor d Sill Plate to Foundation @ 18 in OC = and Bolt(Assume 1/16"oversized hole) 27A -- a Connection-line V203 plf uplift 1/8in thick min.washer required C 88 plf sliding 2"square washer w/1/2"Anchor O Sill Plate to Foundation@ 72 in OC +� and Bolt(Assume 1/16"oversized hole) 27B '?` � Connection-lme_A 167 plf uplift 1/8in thick min.washer required 00 88 plf sliding 2"square washer w/1/2"Anchor 02/23/16 - LL Sill Plate to Foundation and Bolt(Assume 1/16"oversized hole) @ 72 Gi OC 27C Connection-line B - 167 plf uplift 1/81n thick min.washer required 8d nails=0.131"x 2.5'; 10d nails=0.148"x 3" & 16d nails =0.131"x 3.25"unless otherwise noted 8d nails =0.131"x 2,5", 10d nails =0.148"x 3"& 16d nails =0.131"x 3.25"unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and An equal or better connection device maybe substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. Toe-Nails may not-be used in Seismic Zones worse than C. 120MPH 3-SECOND OUST v JOB PRE-32099 SHEET NO 44 OF 44 CALCULATED BY DB DATE 2/14/2016 CHECKED BY DATE Design Summary(con'd) Location Force Connection Fasteners Required Reference _ N Outlooker to Endwall 65 Ib 0.131"x3"Nails w/1.5" pen. Sheet 35 Within 3.00 ft of Corner 2 per outrigger C U Outlooker to Endwall 65 Ib 0.131"x3" Nails w/1.5"pen. Sheet 35 Not 300 ft of Corner 2 per outrigger C - 10 ca t L Location Force Member Sizes Splice Conn. If Req. Reference 1 st Floor Double 2x6 Top Plate-No Splices 7748 Ib Sheet 19 Endwalls 1 st Floor Double 2x6 Top Plate-With Stagger 2 rows of _ Slices& @ 8 in oc P 0 131"x 3.0"Nails 1537 Ib Sheet 19 - Sidewalls N .a ' L O - U CL C y. 5 s[ 02/23/16 Minimum Lumber Grade and Species is SPF#3 Unless Noted Otherwise Minimum Splice Length is 4 - ft 8d nails=0.131"x2.5", 10d nails=0.148"x3"& 16d nails=0.131"x3.25"unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. 120MPH 3-SECOND GUST v - 3 r Lim NDER® 23 ` -------�r-----_-- , I _ I IGFTIIGFT 11 rFr WT I ` SS3 1 91 I� 1 3 3 1 S3S -' S 5 ." I 3 --- -- le le 1 ------ ---- DW I 16 I ----------------- ------ -O- I S 6 R ---------- R ---------- R ---' YY 3 3 FRNONLY1 ----------� I .�I I I I L 6 I"r-� 1 I I 3 I I 6X ONLY-r 1 3 1e 4 I I I I I I I I I 5 5 1 I I I ■' 6� I 21 I I 3 3 r- P 1 ---- 14_3_ R I i 1 .�' `SL- 4 I I N I I 1 3 2 I ,. ---------------S D" S3 I I I I I i 36'SFF `----------------------- 3 i3 5 II II I I I 3 I R ____---_- I ----------- r= SIL 2 D�\ P � 2� 5 `---- 5---------' ----- ----- FlC76c S S ------- 7 7 7 RK 5 7 17 14-3 TO I� 8 ------ II BSMT SO II I II II ------------------------------------------ I I CJ <cr) 7L I 7 I 7 M 7 I I 14-3 I 6 I 7 6 14-3-� I I I . I 1�1 I I I ' I ELECT 7 ce CM-) ® 7 7 7 8 8 u)-_' _, i 8 r , 6 - I - '` AxaI 17W 6 -- ------------------------ ----- 6 6 W_V 43 43" LS 6 aA 1z , , 5 rl �4 12® PH 3-SECOND GUST 02/23/16 HEAT SYSTM ON-SITE BY OTHERS lev: NY NOTE: NOTE: A 2- ALL CEILING LIGHT BOXES TAMPERED-RESISTANT BE RATED FOR 500 PER 2008 NEC 314.27 C 314.27 (po 3. ON-5ITE DECK/PORCH/5TOOP SHALL EXTEND UNDER EXT GFCI RECEPT RS PREMIERBUILDERS 2010ARERESID BUILDING CODEOF NEW YORK STATE: 2010 NYS ECIC: 2008 NEC SHOWN SO THE RECEPT MAY BE ACCESSIBLE FROM THE DECK/PORGi/STOOP A�=GF��= 'm 02-22-16 OM PE 4. REOU FRONT d REAR EXT GFCL RECEPT SHALL ACCESSIBLE FROM GRADE tSB7 q q T7758.b7451&BD6 er,_a s m•�_e. 02-17-16 DM PE THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT ADDITIONAL "GRROE-RCCESSIBLE' EXT GFCI RECEPT'S SHALL BE PROVIDED wyy� m..o� a 1-15-15 JK REV WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH AND INSTALLED BY OTHERS (BELOW THE MODULES) AT THE FRONT AND REAR THE DEPT OF STATE, WHICH WERE APPROVED ON 2/20/2015 UNDER SYSTEM •M1387-02-070. OF THE HOUSE SHOULD THE RECEPTS SHOWN NOT BE ACCESSIBLE FROM GRRDE. TURN KEY / FINN �XXXX 5. ATTIC LIGHT REQUIRED IF SPACE IS USED FOR STORAGE OR CONTRINS EOUIPTMENT ■•UNLESS IT IS A VIOLATION T THE NYS EDUCATION LAW ARTICLE SS FOR ANY PERSON. REOUIRING SERVICING, PER 2008 NEC, SEC 210.7003) TO BE PROVIDED AND Rw+ 000 TO ALT HE IS KITING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ELECT. PLAN TO ALTER THIS ITEM IN ANY WAY. - INSTALLED� ON-SITE BY OTHERS. urs or '12-31-15 1 3%16"=1'-0" 32 90 9-000 NOTES L ALL EXPOSED LUMBER TO BE OF NATURALLY DUARRBLE WOOD OR WOOD THAT IS PRESERVATIVE-TREATED IN ACCORDANCE WITH RWPA UL PRESERVATIVES SHALL BE LISTED IN SECTION 4 OF RWPR UL Z ALL LUMBER THAT IS IN CONTACT WITH CONCRETE OR THE GROUND MUST BE APPROVED PRESSURE-PRESERVRTIVE-TRERTED WOOD SUITABLE FOR. GROUND CONTACT USE 3. ALL SUPPORT COLUMNS SHALL BE APPROVED WOOD OF NATURAL DECRY RESISTANCE OR APPROVED PRESSURE-PRESERVATIVE-TREATED WOOD. 4. RLL FIELD CUT ENDS, NOTCHES, DRILLED HOLES OF PRE5ERVRTIVE-TRERTED WOOD 5HRLL BE TREATED IN THE FIELD IN ACCORDANCE WITH RWPR M4. 5. ALL NAILS USED IN THE CONSTRUCTION OF PORCHES d DECKS SHALL BE TREATED AND MEET THE REQUIREMENTS OF RSTM F 1667 THREADED NAILS AS STATED IN THIS DOCUMENT INCLUDE HELICRL (SPIRAL) d ANNULAR LINE-A (RINK SHANKED) NAILS. WOOD SCREWS SHALL. MEET THE REQUIREMENTS OF RNSI/RSME 818.61. BOLTS d LAG SCREWS SHRLL MEET THE REQUIREMENTS OF RNSI/RSME 81821. B. FLASHING SHALL BE CORRISION-RESISTRNT METAL-OF R MINIUM NOMINAL 61. ALUMINUM SHOULD NOT BE USED IN DIRECT CONTACT WITH LUMBER TREATED WITH PRESERVATIVES THAT CONTAIN COPPER SUCH AS RCO, COPPER RZOLE OR RCZR. n ----------------------------------------------------------------------------------- 7. ALL SCREWS, BOLTS, NAILS, NUTS, d WASHERS FOR USE WITH PRESERVATIVE ------- ---, 902 PLL A ----------- TREATED WOOD SHALL BE HOT-DIPPED ZINC-COATED GALVANIZED- STEEL, STAINLESS STEEL SILICON BRONZE OR COPPER. FASTENERS SHALL r___________________________________________________________________ BE HOT DIPPED GALVANIZED RPC SHRLL MEET THE REQUIREMENTS OF " I Q I I ASTM R 153, CLASS D FOR FR5TENERS 3/8" DIAMETER AND SMALLER, OR I i CLASS C FOR FASTENERS WITH DIAMETERS OVER 3/8"- I I 8. FASTENERS OTHER THAN NAILS RND TIMBER RIVETS SHRLL BE PERMITTED TO-BE OF MECHANICALLY DEPOSITED ZINC-CORTED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH RSTM B 695, CLASS 55, MINIMUM 9. ALL HARDWARE (JOIST HANGERS, CRST-IN-PLRCE P05T ANCHORS, ETCJ SHRLL SILL PLATE TO FOUNDRTION 570 PLF SLIDING RND 2' SQUARE WASHER w/ 1/2' ANCHOR a 18'0c BE GALVANIZED OR SHALL BE STAINLESS STEEL HARDWARE TO BE I I I CONNECTION - LINE-1 247 PLF UPLIFT BOLT (ASSUME 1/16' OVERSIZED HOLD 1/8'THICK MIN. WASHER REQUIRED HOT DIPPED GALVANIZED PRIOR TO FABRICATION SHALL MEET RSTM R 653, I I G-185 CORTING. HARDWARE TO BE HOT DIPPED GALVANIZED AFTER I I SILL PLATE TO FOUNDATION 570 PLF SLIDING AVD 2" SQUARE WASHER w/ 1/2' ANCHOR a 18'oc FABRICATION SHALL MEET RSTM R1213. I I I CONNECTION - LINE-2 247 PLF UPLIFT BOLT (ASSUME 111V OVERSIZED HOLD 1/8' THICK MIM WRSHER REQUIRED 10. FASTENERS AND CONNECTORS EXPOSED TO SALT WATER OR LOCATE m I 300 FEET OF A SALT WATER SHORELINE SHALL BE STRINLE55 I I I I SILL PLATE TO FOUNDATION 88 PLF SLICING AND 2" SQUARE WASHER w/ 1/2' ANCHOR a Trac GRADE 304 OR 316. I I in CONNECTION - LINE-A 157 PLF UPLIFT BOLT (ASSUME 1/16' OVER57ZEDD HOLD 1/8' THICK MIN. WASHER REQUIRED IL ALL OTHER COATED OR NON-FERROUS FASTENERS OR ARE SHALL BE I AS APPROVED BY THE AUTHORITY HAVING JURISDICT I I SILL PLATE TO FOUNDATION 88 PLF SLIDING RND 2" SQUARE WASHER w/ 1/2' ANCHOR a 72'oc 12. HOT-DIPPED ZIIVC-CORTED GALVANIZED STEEL CTORS PRE REQUIRED I I CONNECTION - LINE-B 167 PLF UPLIFT BOLT (ASSUME 1116' OVERS= HOLD 1/8' THICK MTN WASHER RE0lJ02ED AT ANY CONNESCTIONS INTO CONCRETE. I I 13. FASTENERS�,�AHNNDRRCONNECTORS INSTALL TREATED LUMBER OTHER THAN I I I SFU TI& STAINLESSESTELL GR 304 GREATERER THAN RWPR OR UC4R I I I I 9'-4" 7'-0" 3'-6 1/2" T-9 1/2" 6'-4" 6'-6" 6'-4" 7'-4 1/2" 4'-5 1/2" 9'-4" I I I I I r— —1 r— —� r— —� r— —I I I I I I 1 1 I I I I I I I 1 I I I I I I N I I 7AE2# PL 13,794* 8,903# 7, 3# 17,4440 PL 4,853# 4,859* 18,780# PL 9, 4* 16,530# I -3,175*ILIPl1FT -7,388# UPLIFT -7.857# UPLIFT -3,175aI,UPLIFT 7,8820 PL I I LINEA i I X16 .. I � NOTE. MINIMUM la 1/2" ANCHOR BOLTS PER SILL PLATE I I i j LII�E-2 SECTION. RNCHOR BOLT IS REWIRED 3.5' MIN - 12" I MAX FROM EACH END OF EACH SILL PLATE SECTION. I I I CONNECTIONS FOR LISTED UPLIFT LORDS TO BE PROVIDED LINE-3 I FROM MODULAR TO FOUNDATION ON-SITE BY BLOB w w I Z I I I I I I I 3 I LINE-3 m m NOTES L COLUMN SPACING CAN BE ADJUSTED RS LONG AS MRX CLEAR SPAN IS NOT EXCEEDED, COLUMNS AT POINT LORD LOCATIONS ARE NOT MOVED, AND R I I I 112"x9'Id2"Q6/28/MW) OR 1/7XG'ldM4W) STEEL PLATE IS INSTRI I ON COLUMNS. I I I I I 2 COLUMN LORDS SHOWN ON FOUNDATION PLAN ARE EA50 ON I DICRTED COLUMN I I I I wSPRCING SHOWN. IF COLUMNS ARE MOVED, LORDING VALUES WILL BE VOID. I Z 3. CENTER FLOOR GIRDER SHALL CON5I5T OF 6-2x10 SPF*2 (26/28/31W) OR 4-2x8 SPF*2 (24W) I MEMBERS WITH SPLICES LOCATED R MINIMUM OF 2 FEET APRRT ON EACH MODULE I 3 4. SEE FLOOR PLAN, FOUNDATION PLAN AND SET-UP INSTRUCTIONS FOR SECURING m MODULES TO FOUNDATION (COLUMNS, PERIMETER 6 CORNER ANCHORS OF REQUIRED)l. I I R�� I `----------------- ------------ ------- ---------------------------------------------------------------------------------------------J IIA h, 1037 PLF lrJL————————————— ————————————— — —————————————————————————————————— ———————————————J 4E-11/2' LINE-B i 0� 13-9112' • _ �' 15'-0" n1 I I 36'-0 I I 15'-0 p I I 5 SUPPORT COLUMN LOCATIONS, MUST WITHSTAND AXIAL LOAD OF 1947* I I ' I I -LOUD* UPLIFT 6 COLUMNS SPACED-RS SHOWN I I ON-SITE CONNECTIONS FOR LISTED LORDS PROVIDED BY BLOB I I z •• ...IN I -------------- ----------- ----------------- -------------- -------------- u ' ,i • ,° r,, T-2 112' T-2 1/2' T CRTIDNSI -2' T-2 1/2" T-2 1/2" J A❑ - 1-SIMPATI STHfl14RJ DBL WALL STUDS TO FOUNDATION tet " NOTE; FOUNDRTION SHRLL BE DESIGNED BY R NYS DESIGN PROFESSIONRL WITH .,, _�„ -�,.� .�.�•' .,�,,,�; KNOWLEDGE OF LOCAL SOIL CONDITIONS. THIS SAMPLE PLAN IS MEANT ��® �� 3-SECOND GUST ONLY TO COMMUNICRTE THE DIMENSIONRL RND LORDING INFORMRTION TO DESIGN PROFESSIONRL SO THEIR FOUNDRTION DESIGN IS COORDINRTED WITH THE REQUIREMENTS OF THE MODULAR BUILDING. TRW 02/23/16 NY N 7TE NOM SEE HIGH WIND DESIGN SUMMARY SITS FOR UPLIFT, SHEAR, SLIDING, SHEATHING, CORNER STUDS / BUILT-UP COLUMN ,o STUDS AND TOP PLATE LIMITATIONS PREMIERBUILDERS■�■� -4W EXT WALL SHTG RPPLICRBLE BUILDING CODES emwe 2010 RESIDENTIAL CODE OF NEW YORK STRTEG 2010 NYS ECCC, 2008 NEC "p mt CFrrc►IMM Nc THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT NOTES L THIS FOUNDATION DRAWING RND NOTES ARE FOR REVIEW ONLY. ACTUAL q ir7�' e�-"t m,�r 02-22-16 DM PE WITH THE PLANS AND SPECIFICATIONS RSSOCIRTED WITH THE APPROVAL ON FILE WITH FOUNDRTION DESIGN TO BE APPROVED BY R PROFESSIONAL ENGINEER Haut a 02-17-16 DM PE THE DEPT OF STATE, WHICH WERE APPROVED ON 2/20/2015 TINDER SYSTEM *M1387-02-070, OR REGISTERED ARCHITECT. TURN KEY / FINN ■■WARNINIT I5 R VIOLATION OF THE NYS EDUCATION UAW ARTICLE 145 FOR ANY PERSON. 2 THIS DRRWING TO BE USED FOR DIMENSIONS ONLY. XXXX G UNLESS HE I5 ACTING UNDER THE DIRECTION OF R LICENSED PROFESSIONRL ENGINEER, 3. SEE FLOOR PLAN FOR DIMENSIONS OF & d STRIA LOCATION R a+ TO ALTER THIS ITEM,IN ANY WRY. 4. SEE MASTER SERIES DWGS.. SHIT. NO. Sc a 4a, FOR NOTES AND DETRD_s. R. FOUNDATION LAYOUT 000 S. MAX CENTER FLOOR GIRDER SUPPORT COLUMN SPACING= 9'-4' (1689 PLFI ow DRM 02-09-16 DB 3%16"=1'-0" 32 90 9_000 a , H O i N MRH CLG o m L;I FLR GRADE ACCESS BY SUR FRONT ELEVATION 12® PH 3-SECOND GUST mv: 71 NY T 1wc on.am APPLICABLE BUILDING TIAL 0 OF NEW YORK STATE: 2010 NYS ECCC' 2008 NEC 02/23/16 PREMIERBUILDERSRmbm oz 22-1s DM PE PE TFE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT A MO ws ff WL710N K �r 02-0-16 DM DE WITH TFE PLANS CI SPECIFICATIONS ASSOCIATED WITH TEE APPROVALFROM ON FILE WITH m,Fiu R�i/75H 6/A fe BC6 •_L r m.A_d 1-5-16 6 DM DB mwo Kic.�. 1-15-1b .X. REV TFE DEPT OF STATE, WFOCH WERE APPROVED ON 2/20/2015 UNDER SYSTEM *M1387-02-070. TURN KEY / FINN XXXX �-uUNLESSSS EE Is ACTNG VIOLATION EER THE DIRECTIOF EDUCATION CENNSEDD PROFESSIONNOALL ENGNGIN[EER, FRONT ELEVATION -1 POISON, nm 000 TO ALTER THIS ITEM IN ANY WRY. NOTE: ELEVATIONS SHOWN MAY CONTAIN OPTIONAL OR SUGGESTED FEATURES ax DRM -11-06-15 3%16"=1'-0" q'0_000 c Y CLG Jun GRADE ACCESS BY BLOR GRACE ACCESS BY BLDR REAR ELEVATION 120MPH 3-SECOND GUST mvs PPLICABLE eunonvc cooEs 02/23/16 PREMIERBUILDERS A its OL ff Y.1Ct/OR K 0 RESIDENTIFY CODE OF NEW YORK STATE: 2010 NYS ECCC' 2008 NEC OF �y q g s a gps cA�1 r •�a 02-22 16 DM PE THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT I�ac�m mna��u�a 02-17-16 OM PE WITH THE PLANS REDSPECIFICATIONSHIWEAP ASSOCIATED WITH THE APPROVAL ON FILE WITH TURN KEY / FINN S XXXX THE DEPT OF STATE, WHICH WERE APPROVED ON 2/20/2015 UNDER SYSTEM sM1367-02-Ma. tPNU%GE Is ACTING VIOLATION THE THEOF NYSOOFFRL LICENSED PRROFESSIONRL. ENGINEER,ER, REAR ELEVATION -1 �000 TO ALTER THIS ITEM IN ANY WRY. ax er ' � DRM 02-09-16 oe 3/16"=1'-0" 32099_000 r ' O £ N 12 7� CLG. Fill] Fnil Oi FLR LEFT ELEVATION 120MPH 3-SECOND GUST MEMO-sunclazRnm r"i"INF, my; J w Ag ��LE SING CODES PREMIERBUmms 2010 RESIDENTIAL CODE OF NEW YORK STATE: 2010 NYS ECCC' 2008 NEC THE PIANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT AwR �cy� r WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE RPPRDVRL`ON FILE WITH mllt °�"P�11� b74S��6 m.o�®uc i 02-17-16 DM PE THE DEPT OF STATE, WHICH WERE APPROVED ON 2/20/2015 UNDER SYSTEM *M1387-02-070. 02/23/16 TURN KEY / FINN S XXXX UN ■■WAR ,r-IT IS R VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON. LEFT ELEVATION -1 A w+000 LESS HE IS ACTING UNDER THE DIRECTION OF R LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WRY. nx er. u€m �e .DRM 02-09-16 De 3/16"=1'-0" 32099_000 N O I (V IZ �7 CLG. FLR RIGHT ELEVATION 120MPH 3-SECOND GUST NY NOTF: R!M Illlf�1 QI�CIm APPLICABLE BUILDING CODES: PREMIERBuiwmS a A NO AL/F XlC►IAM K 2010 RNS FIND CODE OF NEW YORK STATE; 2010 NYS DERIVED 2008 NEC 02/23/16 x�tiw dl Fm mM'6ml 066`'-'t m•A—_a 02-22-16 OM PE am THE PLANS RND SPECIFICATIONS OF THE PERMIT SET ARE TH DERIVED FROM AND CONSISTENT mmol �u�s T-02-17-16 DM PE WITH THE PLANS REDSPECIFICATIONSHIWEAP ASSOCIATED WITH 5 E APPROVAL ON FILE WITH TURN KEY / FINN �XXX THE DEPT OF STATE, WHICH WERE APPROVED ON 2/20/2015 UNDER SYSTEM *M1367-02-(T10• -WRRNIIJG IT IS R VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON. RIGHT ELEVATION -1 PLm 0 UN00 LESS HE IS ACTING UNDER THE DIRECTION OF R LICENSED PROFESSIONAL ENGINM, TO RLTER THIS ITEM IN ANY WRY. nai en m:o �e �.Q-os DRM 02-09-16 oB 3/16"=1'-0" 32099_000 29-(r nus amDnNG LENGTH FIELD NOTES LE�OR�L ,FiTS�RRE 5� EO LOOSE FOR FIELD 457 4257 457 3037 N0 F�EIGtiTN3�MIId "�MRX� 2-SIDING FOR ENDS BRI!➢_D�gm LOOSE FOR F1F10 • BY ---------- ------------------------ ------------------ DJSTfLLR IR3 D ----------------- ------------------+ BL - „ ---- ----1, --- 3 B. ❑❑ FICC�frCE S1ATE FrD/ITR LDCRL _ - ,1 II NOTE•!0 , , , �'2 C�OOE"ia��INT 1' " ` •` . 4. &J➢..DER WINDOWS ARE OF IONiL AND INSTALLED BY 1 OPTIONAL BEDROOM u _; • NOTE 03 `>•-. 14b''• r' o M ;T SN R2Efk 70 SF i• OPT.DPMC ROOM '' `` 'i ,i i I p NOTE.3 i MM fiREfi 70 SF KITCHEN i h WH ii Y i i o 6 7MR�SO�PpR�Y7aV�F1pyE��p2e�OR FOLNORT7T}O{N SIDIIJG SIPPLIED SF�PEO 1LAOSE F �F �INSI T-G•11D1 n 4'-11"MM i i --- i o 0 7 frD wm rye 9 , SHR11 ABOVE -O` , IIF , F+++�++�..������ 1 a 1 1 1 Tt£ROOF Am • i i . 9 ,, , ('DTE•7 l i 1 1 I I 1 1 1 A .., I I I I 11 I11 ----- '' ---- 11 u " CLOSET MIRY I 1 , a e3 11 111 - 8. ff�RG EIS DOOR AND FLOOR ARE THE I' -,NOTE 11 111 E0.JlLOERS�. '! u i 'NOTE 020 BE OMITTED�ID r- --i 12 I lol 11 111 S. RIDGE VENT SHOPPED LOOSE FOR FIELD 1NSIRLLRTION I NOTE IIS HALL u 11 1 1 I 11 111 ,' ` 1' M ' 'NOTE•9 9 I I I I 1 1 11 BY H1D.I]ETL SEE GF7ERFL NOTES-L NOTE 010,SHT 3b. FAMILY ROOM ' _ 1 -__ I ` , I�J11 �, fIEN � STRAIGHT RUN 'LP SHAPED 'L" LANDING 11 II NOTE•5 , 11 Ij •: 11 11 II , II NOTE FOR STAIR DETRD.S,SEE SHT 4e. LIVING I 11 ID` II II 11 ,1 MM OPTION BEDROOM NOTE•27 OPTIOBEDROOM I1 `•--; u -- age 11 11 I MIN 70 SF AREA ,_ '_ :• '-- -- @ !Y ATE-22 g j i T•9'MIN. T-0'MIN 'i.' •,'i i l ' r I I 11' 1= T-Q'MIK I MM R2Ef#fi2ER 70 SF i DIMENSION VARIES WITH WIDTH OF UT 13ROOM FLOOR PLAN NOTES LIVING ROOM MIN ARM ' DINING ROOM �I 5 1�: 'u :'i �: 11 k' .,•3 I I ----1i NOTE•Z/ ' MIN�70 SF 11 L WINDOWS frD ODOR PRE MTERCHRINOFSL.E WITH THOSE TIOfJ T 10 ,• 1 f 1 SHOWN ON SHT 3e F'ROVIDm LI VENTILR 11 1 I I m 11 I I ,y '1 6 EGRESS tZEWIRF11EN1S fU2E Z. ti/.LIGHT d 45 ---------• .r' I 1 I1 WII�IGERS RFRF gSCF ENTRY VENTIlATION RSjROOM SIZES Gif4JC£ 4257 1 ---------ti------r-------' THE WIDTH OF WINDER TICS AT R ------------------- S. SLE SHT 6e FOR ALTERNATE tO:T(}EN t:BATH LAYOFJT's 4257 4257 481 4257 481 POINT NOT MORE THAN 12 INCHES FROM 4. WADOWSON FIa_RVRILFBIF IN MOST BIRTHS LOCATED ON 1 THE SIDE WHERE THE TREADS FAZE DDRRIIII�a WFi1S. NARROWER SMALL NOT BE LESS THAN 5.DTH OF CMfLE�2�fAGE WALL ESMAY pFBE OMITTED,PROVIDED THE M INCHES AND THE NATE•16 -_ -- I ANY TREAD SMALL NOT BEELLESS THAN CALCLlfl120N5 MAN_R_EXCEID TF105E SHOWN 1N THE _I 6 1NC{g S. a ROOF PITCHES SHOWN ARE 5/12 UN ESS OTHERWISE W-O`MIN LENGTH OF n()011ES 7, STAUR STAIR MAY BE O USED S FORM R lA WASH AREA 'ff SF'RCE IS NOT USED AS LfTILYT7,R WRSIi'cR/ORTER 64W MAX.LENGTH OF MODULES6 OR A WH MAT BE INSTALLED By OTHUM AS SHOWN ON DRAWINGS. STRTRS 151 ENTRY DETRILS - SEE NOTE #22 24.OxERR WIDTH MINIMUM WH ACCESS.10¢15 DRC r Nn ED UNITS MAY HAVE OFFSETS FID/OR FDJOINDG UMTS AT fi WTTHINTHE UNIT.FLLLIN OR]/2 M DIMTHS MAY BE A1REA EITHER OR BOTH EN05 AND SIDES. ALL LR TS MAY BE SCALE: 1/4'=1'-0" LIGHT. l THE UNIT.EGRESS ROOM CES DIMENSIONS,3�iE'Rs, OF VARYING WIpTHS ArD VARYING LF7NGTHS. UNITS MAY TYP. FLOOR PLRN HUM COMPLIED VENT RHD EGYZESS FCR SPACES SHELL BE BE ROTATED 90. MUM R�fT OF,�Ny ONE FLOOR IS GOVERNED SEE SHEET 3b,GEI�fY.NOTES-Z NOTES•13 6 •17 C'�•n WIDTH Mme„ �ro us 6� 1 HALL MHY BE LOCATED 7N FRONT OR REAR MODULE EI7 TFE..—CREl E BUILDING CODE. SCALD 1/4'=1'(r - `II 1D, FIN WELL MAY BE OMi'TTID OR EXTENDED TO FORM MARX. JµMB�EROF O .ES=7 ID 14b fr!RZCHMFlT. ppW� SFOR EE�87SECTIONS AND ALTERNATE 7m ,(b, 4257 4257 3037 5 'WH i UTILITY IL M"FLFOOR PlAtd. SHOWN WILL VARY WITH 12. FOR LABELS AND DFfTR PLATE LOCATIONS,SEE 10 BATH•2 - GENERAL NOTES-2.NOTE-7 ON SHY 3b,, 13 �GENERp•NOTES. gE OPT.BEDROOM BR d KITCHEN °�•DR [:RAW SPfa OPTTON 14'AD�TO EITHER DOWIDE OLruur�p%VVMEDD TOWIDE MRDL TAL LENGTH DOES NOT EXCEED ti4'-D',SFf 91T tie. 5C7LE 1/41--1'-O' 21 TH115 BATH MAY 5F72VE 1 OR 2 BEDROOMS --- ------``------1--- ------------- - ----- r-- __ ————— ————— 16 CATHEDRAL CEILINGS OPTIONAL IN MOST , SEE SHIT 7e. ll 1f1 17. SHUTTERS AM OPTIONAL.. 1 I6.R 4'U'WIDE FAJGm ROOF'SECTION 15 AVAILABLE FRONT --------------------------N 6 REAR fS R PORCH ROOF.SFF SHi 8s 7CP LNING ROOMOPTION.DORMERS, BEDROOM -------- SEE Stir tib 6 Bel -,-;;-- ,_-_ FLOOR PLAN NOTES CO NOTE•5 NOT FOR NTS ' -' - i L4 A 4'-0•PROL!ROOF IS RVAD.AEIE ON EITHER ETD. (LG. --------------------------a 4257 481 1 4257 4251 SEE So7riAT 6b. -------------------------- ZQ RTTID RCCt35 22'x30'. �_______________+ i NOTE 2L FOR OPTIONAL ELEVATIONS.OP,SEE 5 2F_2. UNIT LENGTHS,UNIT WIDTHS,MIN.ROOM DIMS.AREAS AND NOTES 2L FOR WIDTH FOR STAIR OPS.SE IST 2E FROM TYP.FLOOR PLAN SHALL APPLY. Z3 FOR OPTIONAL CLOSET CONFIGURATIONS,SEE SHT Be. E0 r-1 13 rlm PI RN SHOWING ALT. HALL LOCATION 2. SIDING SHOWN OTHER PFS Corporation [� / 1 1 1 25. DET AILS.COT FOR SEE PAGE 9c1 6 9c1 FOR 1 I 1 SCALE: 1/8"=1'-0" DETAILS(NOT FOR NT1 1 1 1 SEE F'HGE -3 FOR NT. th y {� dL FIELD NOTE•8 ' 8 1N*QSMAa 0U�F'ED�EN TH GAR GE ANDIRERE IDENDE Northeast IT���O®� FL.R. �--\\ IS --------------, i DOOR ASSEMBLY EDIIPPEO WITH R SELF•gDSING APPROVED -- -------------- -----' MAY ONLY BE INSTWIED ff VERTICAL ESS OPENINGS IN GARAGE SE�TION _ _ MAINTFTINED BETWEEN THE RESIDENCE 6 GARAGE Z7. 2000-2012 IRC d NY-ER DWELLING LMT TO FOR NTS-GRIMACE SNS•EE SEPARATED FROM CONTAIN(D MIN 120 50.FT.FEffiYABLE ROOM ALL H Rau p FRONT ELEVATION DWELLING UNIT BY 3/4 HOUR CONSTRUCTION OTHER igffiTFE1E ROOMS 70 50.FT.MINIMUM. SCALE: 1/4"=1'-0" C40rESEE /DWWEE1LM SEPARATION WALL TO M1 THROUGH BORU MIS INIMUM "`�Tf 1200"5 TO BE 70 S0' 3/26/15 EE WP8I05,SEE NOTE•28 1(T-O"MIN.42 5 OPTION DORMERS, FRHtII-7 ROOM •---------------------------------------+ _ SEE SHT 68 d 6e1 _ DEN - in12 �¢ q��®d yY�� 4,5,7,9 OR 12�' —i --}�-' ``14,5,7,9 OR 12 A20MPH 3-SECOND GUST FKIT(2�, qp MASTER SERIES RRNCH MODELS REAR Fl FVRTTON t EFT sIo EI FVgTTON RIGHT sm 1 EVgTION PLAN W/TYP. OPT. OFFSET FLOOR PLRN. ELEVRTIONS & NOTES SCALE:va-1,(r SEE SHT 2E-2 FOR OPT. ELEVATIONS MUNCY HOMES, INC. SCRLE: 1/8"=1'-0" 1567 PR ROUTE 442 MUNCY, PR 17756 DRN BY DRTE SCRLE I REV. SHT. NO. °RTS NAME MJL 3-22-81 SHOWN 1-30-2015 2a 02\2a ELECTRIC CIRCUIT SCHEDULE SEE NOTES=7 AND e8 DOOR SCHEDULE WINDOW SCHEDULE WINDOW SCHEDULE No DESCRIPTION WIRE BKR POLE No. SIZE U VRLUE S MRTERIRL FINISH TYPE IDENT. N0. U VRL LIGHT VENT TYPE MRX FLR EGRESS MRTERIRL SHGC IDENT. N0. U VRL LIGHT VENT TYPE MRX FIR. EGRESS MRTERIRL SHGC RRER SF CLR. SF RRER SF CLR SF 1 GFCI SMALL APPLIANCE 12-2 WIG 2E)AMP SINGLE EXTERIOR DOORS-ALL GLR55 TO BE SAFETY GLAMG ANDERSEN RNDERSEN SILVER LINE SERIES ' 2 GFCI L 35480' 020 - STEEL PTD BLANK 2257 03S 498 302 DH 6225 - WD-VINYL SH-OH Si-OH SH-OH SH-CH 2e GFCI SMALL APPLIANCE(OPT) " IA '• 027 067 2 LITE 3037 035 446 258 DH 5575 - WO-VINYL 2259 031 593-543 281-307 SH-DH 702S-6788 - Ynm Zb GFCI SMALL APPLIANCE(OPT] 18 03S 550 9 LITE 3449 035 748 422 DH - 9350 - WD-VINYL 3037 031 533 -495 243-261 SH-OH 60.75-6188 - VINYL 3 GEN.ILLUM.AND OPT HWBB TOE HTR 14-2 WIG IS AMP LLC 0.35 851 " 15 LITE 3465 EGRESS 035 1048 588 DH 13LOO 59 WD-VINYL DILL=029 3449 0.31 859 -809 492- 427 SH-OH 10050 -10113 - VINYL 4 GFCI BRTH(S) - 12-2 WIG 20 AMP LLD 36•x80' 027 170 BLANK W/1 SIDEITE 3476 EGRESS 035 1272 713 DH 15900 71 WD-VINYL 3837 031 705-663 321- 342 SH-OH 8025 -8288 - VINYL 4.GFCI WHIRLPOOL TUB(OPT) 1E 0.27 237 ° 2 LITE W/1 5IDELITE 3857 EGRESS 035 1031 S.73 DH 1288B 5.7 WD-VINYL 4237 031 791-7.47 36-3B2 SH-OH 90 00 -9338 - VINYL 4b GFCI ADDITIONAL BATHS(OPT) IF am 720 9 LITE W/1 SIDELITE 3859 EGRESS 0.35 1229 573 OH 14325 57 WD-VINTL 3565 EGRESS 031 1219 -11.55 581-613 SH-DH 14525 -14438 58 -6.1 VINYL 4c GFCI ADDITIONAL BATHS (OPT) IG 36180' 027 3.40 BLANK W/2 SIDELITES 4257 EGRESS 035 11-64 6.41 OH 14550 64 WD-VINTL 3859 EGRESS 031 1205 -1144 571- 602 SH-OH 14275-14300 5.7 -60 VINYL 5 GENERAL ILLUMINATION 14-2 WIG 15 AMP 1H OZ7 497 2 LITE W/2 SIDELITES 2935 034 520 480 CSMNT 6500 - WD-VINYL 4257 EGRESS 031 1302-1241 616- 645 SH-DH 15400-15513 62-65 VINYL DH--032 SH=0 33 6 li 0.35 fl90 9 LITE W/2-SIDELITES 2960 EGRESS 034 920 640 CSMNT 11500 76 ND-VINYL 7 " 1J 365x80' 020 - BLANC:CLFSS'C'0 HOUR) 5760 EGRESS 094 1830 1670 CSMNT 22875 76 WD-VINTL CS--030 2548 032 5.41 4,46 CSMNT 67.63 - VINYL =030 8 2 325�B0° 020 - - BLANK 11460 EGRESS 034 3660 3340 CSMNT 45750 76 WD-VINYL PIC=032 2936 (132 476 415 C5MNT 5950 - VINYL p RANGE 8-3 WIG 40 AMP DOUBLE 2A 0.27 M 2 LITE 9657 03S 2584 604 PICT-DH ISL00 - WD-VINYL 2960 EGRESS 032 fl52 836 CSMNT 10650 84 VINYL NOT =6 WATER HERTER ID-2 WIG 25 RMP 20 035 5.50 9 LITE 9855 1 034 21.60 960 CSMNT-BOW 24000 - WD-VINYL 29502 EGRESS 032 1733 1702 1 CSMNT 21663 BS VINYL 11 WASHER (DPT)SEE NOTE n4--r'1 12-2 WIG 20 AMP SINGLE 2C 0.35 8.61 15 LITE ANDERSEN - 200 SERIES 3436 032 4.89 3S 1 CSMNT 6113 - VINYL 12 DRYER (OPT)SEE NOTES e4 6 a6 10-3 WIG 30 AMP DOUBLE 2D 0.20 - BLANK CLASS'C O HOUR? 2430 030 408 2S5DH 5L00 - WD-VINYL S759/9B59 31-31 3078-2970 72 -0 4-7.78 PI 18100-19550 - VINYL NOT �S COOKTOP(OP i IN LIEU OF CK7+9) 10-3 WIG 30 AMP 3 72x80" 038 39.00 '• FRENCH 3449 EGRESS 030 1125 B. DH 14063 65 WD-VINYL 029 9558 31-31 27.03 709 BAY-DH 17725 - VINYL NOTE a6 SINGLE WALL OVEN(OPT IN LIEU OF CKT"9) 12-3 WIG 20 RMP 4 36'/36"x8P 020 - " DOUBLE 3'-0"INSULATED 3050 EGRESS 030 1052 609 OH 13LSO 61 WD-VINTL 9862 32-32 27.68 1134 CSMNT-BOW 22875 - VINYL n6 DOUBLE WALL OVEN(OPT IN LIEU OF CKTx9) 8-3 WIG 40 RMP 5 60"x80° 0.36 25M WOOD VINYL SLICING GLR55 MW NEW YORK ENERGY NOTES 15 DISHWASHER(OPT) 14-2 WIG 15 RMP SINGLE 6 72"x80° 0.36 30M SLIDING GLASS 2257 032 51 31 DH 6375 - WD-VINTL 16 GARBAGE DISPOSAL(OPT) 61 72x80" C29 319 VINYL VINYL SLIDING GLASS(SILVER LINED 3037 032 37 22 DH 4625 - WD-VINYL 1 BUILDING THERMAL ENVELOPE COMPLIANCE REGRRDLESS OF THE TYPE OF HER SHALL E OEMONSTRRTED BY COMPUTER SOFTWARE AS PROVIDED IN SECTION N110141-NYS REScheck 17 MICROWAVE (OPTJ 62 72x80" 034 26.14 VINYL VINYL SLIDING GLASS(VIWINCO) 3449 032 75 43 DH 9375 - WO-VINYL 2 NYS REScheck CALCULATIONS SHALL BE PROVIDED TO THE RUTHORITY HAVING JURISDICTION BUILDER OR RETAIL CUSTOMER HAS OPTION OF USING REScheck TO DETERMINE ENERGY COMPLIANCE 16 TRASH COMPACTOR(OPT) 14-2 WIG 15 RMP SINGLE 6A 961x80" 036 4491 WOOD VINYL SLIDING GLASS 3465 EGRESS 032 10.6 5,9 DH 13250 59 WD-VINYL OH-035 3 INFILTRATION.WINDOWS RNID DOORS 19 RADON SYSTEM ATTIC FRN(OPT) 14-2 WIG 15 AMP SINGLE 7 60"x80" 035 19.40 SWINGING PATIO 3476 EGRESS 032 129 72 DH 16125 72 WD-VINYL R WINDOWS- 3 CFM PER SOURRE FOOT OF WINDOW AREA B. SLIDER DOORS - 3 CFM PER SOURRE FOOT OF DOOR FIRER 20 GEERRL ILLUMINATION vm pmmtm mL nmo.s B 72xaO" 035 2390 " 3857 EGRESS 032 1(14 SB OH 13000 59 WD-VINYL C SWINGING DOORS-5 CFM PER SOURRE FOOT OF DOOR AREA. 4 FOR CRAWL SPACE,HEATED OR UNHEATED BASEMENT,FLOORS RND/OR FOUNORTIGN WALLS SHALL BE INSULATED IN 21 " _ 3869 EGRESS 032 130 72 DH 16250 72 WD-VINYL ACCORDANCE WITH THE ENERGY CODE BY FIELD CONTRACTOR FIE1_D CONTRACTOR HRS THE OPTION OF PURCHASING 22 '• 4257 EGRESS 032 11.7 65 OH 14675 65 WD-VINYL FLOOR INSULATION FROM R SOURCE OTHER THAN THE MODULAR HOME MANUFACTURER 5 HVRC EOUIPMENT SHALL COMPLY WITH SECTION M140L3,WATER HEATERS SHALL COMPLY WITH SECTION P280L 23 " ^ " " " ^ 3037 031 47 45 CSMNT 5875 - WD-VINYL 6 HVAC AND WATER HEATING,PIPING AND DUCTS SHALL BE INSULATED AS REOUIRED IN SECTIONS N11033,111034,N110321 24 '• " " ^ " " 3051 EGRESS 031 B5 79 CSMNT 10625 79 WD-VINYL 7_ WATER HEATERS WITH VERTICRL PIPE RISERS SHALL HAVE R HEAT TRAP ON BOTH THE INLET AM OUTLET OF THE 25 " " " " INTERIOR DOORS 5861 EGRESS D31 170 159 CSMNT 21250 79 WD-vOdYL C5=0.33WATER HERTER UNLESS THE WATER HERTER HRS AN INTEGRAL TRAP OR I5 PART OF R CIRCULATING SYSTEM. B THERMOSTATS TO CONTROL EATING SHALL E CAPABLE OF BEING SET FROM R MINIMUM OF 55"TO 85'F 25 •' " •' 9 18140" - - WOOD PRE-FIN SWINGING 11461 EGRESS 031 34.0 31.6 CSMNT 42500 79 Wo-VINTL AT LEAST ONE THERMOSTAT OF THE PROGRRMRBLE TYPE(TO BE USED IN THE LARGEST HEAT ZONE) SHALL BE PROVIDED 27 •• ^ '• ^ " 10 24"x80" - - ° " 9458 031 252 62 PICT-0H 155.00 - WD-VINTL FOR EACH SEPARATE DWELLING UNIT IELCT).FOR NON-ELECTRIC UNITS,ALL THERMOSTATS SHRLL BE PROGRAMABLE TYPE 9. FIREFLRCES SHRILL HAVE PROVISIONS FOR OUTSIDE RIR FOR COMBUSTION AND DAMPERS NOT TD EXCEED 20 CFM OR 28 " '• '• " " 11 30"xB0' - - 9855 031 280 128 CSMNT-8OW 32000 - WD-VINYL TIGHT FITTING DAMPERS FIND GLR55 DOORS GAS FIREPLACES SHRILL HAVE AUTOMATIC IGNIITION 10 THE BUILDING ENVELOPE SHALL BE DURABLY SEALED AND RIR LEAKAGE TESTED(N11024)TO LIMIT INFILTRATION 29 " " " '• " " " 12 32x8,0" - - " " " CENTURY SPECIRLTY (TABLE N110242) THE SEALING METHODS BETWEEN 30 FIRE SPRINKLER PUMP(DPT) 10-3 WIG 25 RMP DOUBLE 12 34°x�" - - 2424 057 222 - OCTAGON - - CLAD 0155IMILPR MATERIALS SHALL ALLOW FOR DIFFERENTIAL EXPANSICN AND CONTRACTION THE FOLLOWING SHALL BE CAULKED,GRSK'ETEO, WEATHERSTRIPPED OR OTHERWISE SERLED WITH AN 31 RIR HANDLER(OPT) 14-2 WIG LLS AMP SINGLE 13 36'40" - - 7D RIR BARRIER MATERIAL,SUITABLE FILM OR SOLID MRTERIRL: L ALL JOINTS BERMS RNID PENETRATIONS 32 CONDENSOR (OPT) 10-2 WIG 30 RMP DOUBLE 14 48'x80• - - BY-PASS SEER 2424 :::J: 31 271 - OCT-FIXED - - VINYL 037 2 SITE-BUILT WINDOWS,DOORS AND SKYLIGHTS 33 FURNACE-FACTORY INSTRII (OPT) 14-2 WIG 15 RMP SINGLE 15 24"x80" - - BI-FOLD 2424 34 225 219 OCT-OPER 2613 - VINYL 028 3 I -PENINGS BETWEEN WINDOW AND DOOR ASSEMBLIES AND THEIR RESPECTIVE JAMBS RNID FARMING - 4,UTILITY PENETRATIONS 34 FURNACE-FIELD INSTALLED(OPT) 12-2 WIG 20 AMP SINGLE 16 30"x80•' - - SKYLIGHTS 5 DROPPED CEILINGS OR CHASES ADJACENT TO THE THERMAL ENVELOPE 6,KNEE WALLS 35 AIR CONDITONER(OPT) 12-2 WIG 20 RMP DOUBLE 17 BGNSO' - - 2222 55-39 264 - SKYLIGHT - - CLAD 7 WALLS FIND CEILINGS SEPRRATlN3 R GARAGE FROM CONDITIONED SPACES 35 RESERVED 18 484aO' - - 2230 55-39 372 - SKYLIGHT - - CLAD B.BEHIND TUBS AND SHOWERS ON EXTERIOR WALLS 9 COMMON WALLS BETWEEN DWELLING UMTS 37 RESERVED 19 60'x80' - - 2246 SS-,39 589 - SKYLIGHT - - CLAD 10. OTHER SOURCES OF INFILTRATION RECESSED LIGHTING FIXTURES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE IC-RRTED, 38 RESERVED 20 72'480' - - BEARING ASTM E283 MRRK AND BE SEALED TO LIMIT RIR LEAKAGE BETWEEN CONDITIONED AND 39 RESERVED 21 45'xBW - - WOOD/MIRROR BY-PRSS S-ICER VIWINCO UNCONDITIONED SPACES IN ACCORDANCE WITH SECTION N110245 40 RESERVED 22 24"x80" - - WOOD POCKET MRX FLR EGRESS 11 INSULATION OF DUCTS SHRLL COMPLY WITH SECTION 1110321. 41 RESERVED 23 30"x80" - - " „ IDENT NO U VRL LIGHT VENT TYPE AREA SF CLR SF MAT SHGC DUCTS LOCATED OUTSIDE THE BUILDING ENVELOPE SHALL BE INSULATED ON SITE BY BUILDER ALL DUCTS SHALL BE SEALED JOINTS AND BERMS SMALL COMPLY WITH SECTION M160131 H-1 ELECTRIC HEAT 12-2 WIG 20 RMP DOUBLE 24 48"x80' - - FRENCH SH-DH SH-OH SH-OH SH-OH SH-DH DUCTS SHALL BE SUPPORTED EVERY 10 FEET IN ACCORDANCE WITH SECTION M1601.3.2 OR H-2 25 60'x80' - - 2060 030-029 425- 414 238-231 SH-DH 5313- 51.75 _ VINYL THE MRNNFRCTURERS INSTALLATION INSTRUCTIONS AIR FILTERS SHALL BE PROVIDED IN THE RETURN AIR SYSTEM THE HVAC SYSTEM SHALL PROVIDE R MEANS FOR BALANCING RIR FIND WATER SYSTEMS H-3 26 7240' - - 3037 030-029 435-419 229-221 SH-OH 5438-5298 - VINYL TESTED FOR DUCT-TIGHTNESS PER N110322 H-4 27 48'480" - - DOUBLE 3449 030-029 7.3-7.11 382-373 SH-DH 9125- 8898 - ypnl 12. FRAME WALLS,FLOORS AND CEILINGS NOT VENTILATED TO ALLOW MOISTURE TO ESCAPE SHALL BE PROVIDED WITH SH--028 AN APPROVED VAPOR RETARDER HAVING R MAXIMUM PERM RATING OF LO THE VAPOR RETARDER SHALL BE H-5 •' '• aor ramnao n.1.rvmm " ° " 28 60460" - - " 3837 030-029 595-573 307-298 SH-DH 7438-71-63 - VINYL INSTALLED ON THE WRRM-IN-WINTER SIDE OF INSULATION DH0.2813.MATERIALS AND EOUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS INSTALLATION H-6 " 29 72x80" - - " 4060 EGRESS 030-029 1143- 1119 594-582 SH-OH 14288-13988 59-58 VINYL MRTERIRLS AND EOUIPMENT SHALL BE IDENTIFIED 50 COMPLIANCE CRN BE DETERMINED. H-7 " 3666 EGRESS 030-029 1115-1094 584-573 SH-DH 13938- 13675 SB-57 VINYL 14 MANUFACTURER MANUALS FOR ALL INSTALLED HEATING,COOLING FIND WATER HEATING EQUIPMENT SHRILL BE PROVIDED " DOORS RND WINDOWS MAY HAVE SUBSTITUTE MANUFACTURERS, BUT SHRLL COMPLY WITH TE 15 RIGID FORM INSULATION, WHERE SPECIFIED,SMALL HAVE R MIN AGED R-VRLUE OF 50 AT 75°MEAN TEMP PER LAYER H-8 APPLICABLE ENERGY CODE,STRUCTURRL AND EGRESS REQUIREMENTS 15 FOR ATTIC SPACES WITH FIXED STAIRS AND REMAINING UNCONDITIONED SPACE,THE FOLLOWING OPTIONS SHALL APPLY' A-THE BUILDER MAY ENCLOSE THE STAIRS ON LEVEL WITHIN THE ATTIC SPACE THE WALLS SURROUNDING THE 3036 029 472 343 CSMNT 5900 - VINYL STAIRS SHALL BE INSULATED AND PROTECTED WITH R VAPOR BARRIER - FIFCTRTCRI MYER ELECTRICAL_ NOTES(CONT.)' THE BUILDER SHALL BE RESPONSIBLE FOR SUPPLYING ALL MATERIALS L WHEN CIRCUITS REQUIRED WILL NOT FIT IN R SINGLE PANEL BOX,R SUB-FEED SHALL BE 17 2008-2011 NEC-GFCI PROTECTION IS REO'D W/I R 6 FT RADIUS FROM THE EDGE OF ALL 3060 EGRESS 029 86 624 CSMNT 10750 62 VINYL B-THE FACTORY MAY ENCLOSE THE STAIRS ON LEVEL BENERTH ATTIC SPACE REOUIRED SE BHT 6R SINKS EXCLUDING THE KITCHEN SINK 5660 EGRESS 029 1571 ILO CSMNT 19638 61 VINYL C5=025 THE WALLS SURROUNDING THE STAIRS SHALL E INSULATED AND PROTECTED WITH R VAPOR BARRIER 2 LRUNDRY CIRCUITS ARE STANDARD IN CRAWL SPACE UMTS 18 2014 NEC-GFCI PROTECTION IS REO'D W/I R 6 FT RRDNS FROM THE EDGE OF RLL 17. FOR BASEMENTS REMAINING UNCONDITIONED SPACES,THE BUILDER SHALL ENCLOSE THE BASEMENT STAIRS 3 OPTIONAL CEILING LITES OR FAN LITES MAY REPLACE SWITCHED RECEPTACLES CEILING SINKS THE DISHWASHER MUST GFCI PROTECTED 8460 EGRESS 029 23.57 165 CSMNT 29463 61 VINYL PIC--O THE WALLS SURROUNDING THE BASEMENT STAIRS SHALL RI INSULATED AND PROTECTED WITH R VAPOR BARRIER FAN LITES MAY REPLACE CEILING LITES PROVIDED THE LIGHT I5 SWITCH-WIRED 19 2008-2014 NEC-SWITCHED RECEPTACLES MUST HAVE ONLY 1-0UTLET OF THE RECEPTACLE THE BUILDER IS RESPONSIBLE FOR SUPPLYING ALL MRTERIRLS, INDEPENDENTLY OF THE FAN MOTOR SWITCHED TO OURLIFY FOR R"REOUIRED'RECEPTACLE FOR RECEPTACLE SPACING BASEMENT WALLS ASSOCIATED WITH CONDITIONED BRSENIENTS SHALL BE INSULATED FROM THE TOP OF THE BASEMENT 4 CIRCUIT SCHEOULE REFLECTS ELECTRIC APPLIANCES WHEN GRS APPLIANCES PRE USED, REOUIRED BY CODE 9260 1 030-029 12546-2519 619 -S 031 PIC-5H-DH 15475- 150.75 - VINYL 18 NOTE OMMITTED THE WIRE,BREAKER AND POLE PARAMETERS USED SHALL BE THE SAME AS FOR A GENERAL 20 2008 NEC-BALCONIES,PORCHES,AND DECKS OVER 20 SO FT SHALL BE PROVIDED WITH 19 R PERMANENT CERTIFICATE SHALL BE POSTED ON OR IN THE ELECTRICAL DISTRIBUTION PANEL AFTER THE ILLUMINATION CIRCUIT OR MRNUFRCTURER'S INSTALLATION INSTRUCTIONS RN OUTDOOR RECEPTACLE 2011 NEC "RLL"BALCONIES,PORCHES, AMD DECKS SHALL BESH= SINGLE-KUNG,OH=DOUBLE-HUNG,CSMNT=CASEMENT,PICT=PICTURE BUILDING IS COMPLETED AND READY FOR OCCUPANCY THE CERTIFICATE SHALL BE COMPLETED BY THE BUILDER S. SEE DRAWING 36 FOR ADDITIONAL ELECTRICAL NOTES PROVIDED WITH AN OUTDOOR RECEPTACLE 2014 NEC THE REQUIRED RECEPT DOES NOT OR REGISTERED DESIGN PROFESSIONAL RESPONSIBLE FOR THE COMPLETION OF THE BUILDING. 6 (DE)SMOKE ALARMS SHALL NOT BE PLACED ON BRANCH CIRCUITS PROTECTED BY ARC-FAULT HAVE TO BE W/I THE CONFINES OF THE DECK BUT MUST BE ACCESSIBLE FROM THE DECK. NUMBER AT LEFT INDICATES SINGLE-HUNG VRLUES,NUMBER AT RIGHT INDICATES DOUBLE-FLUNG VALUES. THE CERTIFICATE SHALL LIST THE PREDOMINANT R-VRLUE5 OF INSULATION INSTALLED IN OR ON THE CEILING/ROOF, CIRCUIT INTERRUPTER RLL SMOKE ALARMS SHALL BE SUPPLIED BY BRANCH CIRCUITS 21 2008-2014 NEC-RLL CEILING LIGHT BOXES TO BE RATED FOR 50 L& EXCEPTION: U-FRWALLS, FOUNDATION(BASEMENT WRLL, CRRWLSPRCE WALL RNID/OR FLOOR)RNID DUCTS OUTSIDE CONDITIONED SPACES, DEDICATED TO SMOKE ALARM EOUIPME(T AND SHRILL BE MECHANICALLY PROTECTED BY FOR UTILIZATION EOUIPMENT (E(: WHEN THERE IS MORE THAN ONE VALUE FOR EACH COMPONENT,THE CERTIFICATE SHALL LIST THE VALUE COVERING SMOKE DETECTORS) WEIGHING 6 LBS OR LESS,R ORS FOR FENESTRATION LOCK-ON DEVICES STD BOX MAY BE USED 2014 NEC NOTES THE BOXES RATED AT >50 LB MUST BE LABELED IN BOX GLAZING, VENT AND FGRFSS NOTE 7 (ME)SMOKE RLRRMS SMALL NOT BE PLACED ON BRANCH CIRCUITS PROTECTED BY ARC-FRULT 22.2008-2014 NEC-ALL 125-VOLT, 15 AND 20 RMP RECEPTACLES INSTALLED IN DWELLING L FOR EGRESS WINDOWS,THE MINIMUM WIDTH CLEAR OPENING SHALL BE 20" THE LARGEST AREA. CIRCUIT INTERRUPTER ALL SMOKE ALARMS SMALL BE SUPPLIED BY BRANCH CIRCUITS UNITS MUST BE TRMPER-RESISTRNT RECEPTACLES 2011-2014 NEC-TR RECEPTACLE 2 FOR EGRESS WINDOWS,THE MINIMUM HEIGHT CLEAR OPENING SHALL BE 24" THE CERTIFICATE SHALL FRT THE TYPE FIND EFFICIENCY OFFACTORY HEATING, COOLING AND SERVICE WATER HEATING EQUIP 3 FOR EGRESS WINDOWS,THE MINIMUM NET CLEAR OPENING SHALL BE 57 SF MANUFACTURERS ERS RE5c, ck AN ORS,EFFICIENCY RATINGS OF FACTORY TNSTRLLED EQUIPMENT SMALL BE ON THE DEDICATED TO SMOKE ALARM EQUIPMENT NOT RECD FOR RECEPTACLES 66 OR GREATER R.F.F.OR IF THE RECEPTACLE IS PART MRNUFRCTURERS REScheck RND/QR DATA PLATE B (MR)THE OPERATION OF R SINGLE GFCI DEVICE SHALL NOT DEENERGZZE ALL LIGHTING OF THE LUMINAIRE OR APPLIANCE 4 AGGREGATE GLAZING AREA OF HRBITRSLE SPACES (LIVING,SLEEPING,EATING OR COOKING] 20.ALL WORK DONE ON SITE SHALL BE APPROVED BY THE AUTHORITY HAVING JURISDICTION OUTLETS IN R GIVEN AREA. 23.2008-2014 NEC-ALL DWELLING UNITS SHALL HAVE R COMMUNICATIONS OUTLET. IF NOT SHALL BE 8%OF THE FLOOR AREA WITH 4% OPENING FOR VENTILATION. 21. 50% OF RLL PERMANENTLY INSTALLED LAMPS SHALL BE MGH EFFICACY LAMP,CFL'S SUPPLIED AND 9 2002/2005 NEC -ALL BRANCH CIRCUITS THAT SUPPLY 125-VOLT, 15 AND 20 AMP OUTLETS PROVIDED BY MANUFACTURER, IT WILL BE PROVIDED AND INSTALLED ON-SITE BY OTHERS 5 FOR THE PURPOSE OF DETERMINING LIGHT AND VENTILATION REOUIREMENITS,ANY ROOM SHALL INSTALLED BY OTHERS SHALL SATISFY THIS REQUIREMENT INSTALLED IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN RRC-FRUIT CIRCUIT 24,2008-2014 NEC-HYDRO-MASSAGE TUBS(WHIRLPOOLS)=ALL RECEPT'S WITHIN 5 FT OF BE CONSIDERED AS R PORTION OF AN ADJOINIING ROOM WHEN AT LEAST 1/2 OF THE AREA CF ZZ.ATTIC ACCESS HATCHES AND DOORS SHALL BE WEATHER-STRIPPED AROUND THEIR PERIMETER AND INTERRUPTERS) THE INSIDE WALL OF THE TUB SHALL BE GFCI PROTECTED IF THE WHIRLPOOL IS THE COMMON WALL IS OPEN AND UNOBSTRUCTED AND PROVIDES AN OPENING OF NOT LESS THAN INSULATED TO MEET THE SAME R-VALUE AS THE SURROUNDING CEILING. 10.2008/2011 NEC 6 E380211 RCNYS-ALL BRANCH CIRCUITS THAT SUPPLY 125-VOLT,15 CHORD/PLUG CONNECTED,THE OUTLET MUST BE READILY ACCESSIBLE WITHIN 12 OF 110 OF THE FLOOR AREA OF THE INTERIOR ROOM, BUT NOT LESS THAN 25 SOURRE FEET. 23.REFERENCE TABLE N1101_4 FOR CLIMATE ZONES BY COUNTY. AND 20 RMP OUTLETS INSTALLED IN DWELLING UMTS SHALL BE PROTECTED BY R THE ACCESS, FACING THE ACCESS 6 SEE NOTE=10,DRAWING 7e_L NOTE=8,DRAWING 7.An FOR EXTERIOR GLASS DOORS RM COMBINRTION-TYPE RRC-FRULT CIRCUIT INTERRUPTER(5) EXCPTNS: BASEMENTS, 25 2008-2014 NEC-LAMP HOLDERS INSTALLED IN WET OR DAMP LOCATIONS SHALL BE E WINDOWS STRUCTURAL REOUIREMENTS IN 110-120 MPH WINED ZONES KITCHENS, GARAGES,6 BATHROOMS. KITCHENS AND LRUNDRY AREAS MUST ALSO BE THE WATERPROOF TYPE 7 DP RATINGS FOR E TMCR GLASS DOORS AND WINDOWS FOR UMTS SITED IN SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL ARC-FRULT PROTECTED PER THE 2014 NEC. 26 2011-2014 NEC-FOYERS GREATER THAN 60 SO FT MUST HAVE R RECEPTACLE ON EACH 110 - 120 MPH WIND ZONES ARE LOCATED ON THE RS-BUILT FLOOR PLANS 1 20NiPM 3-SECOND GUST Ll.EXTERIOR RE BEINSTALLED AT THE FRONT AND REAR OF THE DWELLING 27 20U-2014 TRCLE5: WALL RCE NEC3 FT OR LARGER WHERE SWITCHES CONTROL LIGHTING LORDS R NEUTRAL SHALL BE B. OPERABLE WINDOWS LOCATED MORE THAN 7Z"ABOVE FINISHED GRACE MUST MAINTAIN THE RE��,OR V"vwU5 SYSn�M op mooE-L$ b)SHALL BE COVERED BY RN"IN-USE"WEATHERPROOF ENCLOSURE FOR 2014 NEC PROVIDED AT EACH SWITCH LOCJiTION 8114 NEC-NOT RECD ON SWITCHED RECEPTS, LOWEST PART OF THE WINDOW CLEAR-OPENING R MINIMUM OF 24"ABOVE THE FINISHED COMPLIANCE, THE ENCLOSURE MUST ALSO BE LABELED AS 'EXTRA DUTY. 28 2011-2014 NEC-REIDENTIFIED SWITCH LOOPS CAN BE USED ONLY FOR THE SUPPLY TO FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED IF THE WINDOW COR COMPLIANCE M13 87-EP ^070 c]SHALL BE: TRMPER-RESISTRNT AND WEATHER RESISTANT(2008-2014 NEC). THE SWITCH BUT NOT AS R RETURN CONDUCTOR FROM THE SWITCH TO THE OUTLET DOES NOT MET THESE PERIMETERS,THE BUILDER SHALL BE RESPONSIBLE FOR COMPLIANCE pEPARTMWZ 6Tn7E-.ESDIVlSlON d)SHALL BE GFCI PROTECTED 0 E LIGHT or RECEPTACLE) WITH SECTION R6132 0006 IRC],R6122(2009 IRC)OR R312 12012 IRC) (NOT NYS) ALBAtiY,NY 12231-Ml ]SMALL BE ON R GENERAL ILLUMINATION CIRCUIT. 9. RLL WINDOWS REQUIRE FLASHING 2012 IRC,SECTION R7038,PAN FLASHING ReA'd IF stamp orAppmval(or a System,Mode(,or component INSTRUCTIONS ARE NOT PROVIDED 111399 .2CT'1--,I(0 11-lS-/4- MASTER SERIES F1 SHALL NOT BE ON R CIRCUIT THAT HRS RECEPTACLES FOR BATHROOMS OR A SMALL RPPLIANCE CIRCUIT 2014 NEC-NOT ON R GRRRGE CIRCUIT AS WELL - . we.n m r.N. Appkwti,n Na D-i App-) 12 ADDITIONAL EXTERIOR RECEPTACLES OTHER THAN THOSE REQUIRED BY THE NEC " 1WIIGB1NseppmdWggiuCkmNbAvxmnponmeoflhebdorynenu6Wrd RLL MODELS MAY BE ADDED AS AN OPTION = ON AL 12/08/14 ww4em(oerc,ceded+xx„naee,nmendoa„w,temndaaiar TM 13 2008-2014 NEC-ALL GARRGE RECEPTACLES MUST BE GFCI PROTECTED GARAGE fir - °w'°'9ddm1'eco°me"°n'd'°xr(""'xspm""°g(°'d°`<s°"'•'�v',v DOOR OPENER RECEPTACLES MUST BE GFCI PROTECTED,BUT THE GFCI PROTECTION 4 A"ST Iy „ee mUvdvmai�m=""xvedfar*p=0Woemitaa•ryxma&dOevt SCHEDULES b NOTES DEVICE MAY NOT BE INSTALLED IN THE CEILING DUE TO ACCESSIBILITY- 'C 14 2014 NEC-A DEDICATED CIRCUIT IS REO'D FOR RECEPTS/LIGHTS CONTAINED"INSIDE' g Q` WALL COVERING SCHEDULE I.� er �`-'- •� MUNCY HOMES, INC THE GRRRGE. ONE RECEPT MIN PER VEHICLE BAY IN GARAGE Baa EPlestn EdmundF Gumne 15.2014 NEC- ELECTRIC VEHICLE CHARGING OUTLETS SHRILL BE ON R DEDICATED CIRCUIT ytn"' WALL COVERING STUD SPACING 1567 PR ROUTE 442 16 2014 NEC- DRTWRLL SCREWS,WOOD SCREWS,ETC MAY NOT BE USED TO MOUNT FIXTURES TO BOXES MACHINE SCREWS MATCHING THE BOX MUST BE USED 1/4" WOOD PANELING 16" OC MUNCY, PR 17756 1/2"or 5/8'GYPSUM BOARD 16"OC OR 24"OC it •078 1�� DRN BY DRTE SCRLE REV SHT NO. 1/4°or 3/8"GYPSUM BOARD 12"0C OR I6°0C. DATABASE NAME / +�� 1/2"VINYL COVERED GYP eD 16"0C OR 24"0C. 03\3a_n 06 MJL 3-22-91 NONE 10 01 2014 3. GENERRL NOTES - 1 GENERRL NOTES - 2 PLUMBING NOTES PLUMBING NOTES ELECTRICAL NOTES ELECTRICRL FIELD NOTES MECHRNICRL/HERT NOTES L WIRING 5HRLL BE IN ACCORDANCE WITH THE LATEST L INTERMOOULE CONNECTIONS: L WALL AND CEILING FINISHES NSHALLOT HAVER L MI C HEATERS IN ENCLOSED SPACES SHALL HAVE 2" 1 DWT LINES SHALL BE RBS SCHEDULE 40 COMPLYING 22(MR)OWV LINES: ADOPTED NEC IND INSPECTED IN PLANT BY AN L SEE DRAWING 3.FOR ENERGY SUMMARY AND NOTES AND FLAME SPREAD RATING OF NOT GREATER THAN 200 MIN.CLEARANCE OR FINISH SHALL HAVE FLAME SPREAD WITH ASTM D 266E OR PVC SCHEDULE 40 COMPLYING RBS OR PVC MAXIMUM HORIZONTAL SUPPORT APPROVED OURLITY ASSURANCE AGENCY R-BASEMENT MODELS-ELECT CONNECTIONS BETWEEN U VALUES OF WINDOWS AND DOORS Z EACH DWELLING SHALL HAVE A MAIN EXIT DOOR RATING OF LESS THAN 25 WITH RSTM D 2665 OR COPPER OWV COMPLYING WITH SPACING -4'-0"FOR PIPING 2"AND LARGER, Z WIRING SHALL BE TYPE NMS MODULE(5)AND'PRNEL BOX ARE BY DIRECT HOOK-UP TO 2, ALL WINDOWS AND DOORS SHALL BE WEFITHER5TRIPPED THIS ODOR SHALL BE SIDE HINGED,NOT LESS THAN 2 OPT FACTORY BUILT FIREPLACES SHALL BE LISTED. ASTM B 306. 3'-0°FOR PIPING 1 1/2°AND LESS. THE PANEL BOX WIRES SHALL BE LABELED 3 CONNECTED ELECTRIC BASEBOARD HEAT LORD SHALL NOT g FEET IN WIDTH AND 6 FEET 8 INCHES IN HEIGHT 3 CIRCUIT BREAKERS SHALL BE RATED AT 10.000 AIC 3 DWELLING <5' TO LOT-LINE REOUIRE FIRE PROTECTION LFl80.ED AND INSTALLED IN ACCORDANCE WITH THE PLASTIC PIPE (OWV) HORIZONTAL SUPPORT HEIGHT FIND PIPING SHALL HAVE A MIOSTORY GUIDE 4 CONDUCTORS, DEVICES AND EQUIP SHALL BE LABELED UNDER THE FLOOR OF EACH MODULE THESE WIRES SHALL IS RATED AT 250 WATTS,240V REQUIREMENTS OF SECTION R3021(2003-2012 IRC&MA) RND/OR LISTED BY AN RPPROVED TESTING AGENCY AND SHALL BE TESTED IN L ACCORDANCE WITH C ON MAXIMUM VERTICAL SUPPORT SPACING -EACH STORY COPPER PIPE MAXIMUM HORIZONTAL SUPPORT BE FED THROUGH PREDRILLED HOLES IN THE FIRST ¢ ELECTRIC BASEBOARD UNITS SHALL BE INSTALLED TO SPRINKLER PROTECTED DWELLINGS< 3' TO LOT-LINE INSTILLED IN RCCORORNCE WITH LISTING. FLOOR ENDWILL TOP AND SOLE PLATES IN STUD USE TABLE R3021(21(2012-15 IRC) EXT AIR SUPPLY SHALL COMFIT WITH SECTION HEIGHT FIND PIPING SHALL HAVE R MI05TORT GUIDE SPACING-6'-0' MANUFACTURER'S INSTRUCTIONS LABELING E. UNITS MANUFACTURER'S INSTRUCTIONS AND RPPLICRBLE CODES 4. CEILING HEIGHTS SHALL CONFORM TO SECTION 31005(20FLUE NG , AND O MORE 5 IRC d MA) COPPER PIPE MAXIMUM HORIZONTAL SUPPORT MAXIMUM VERTICAL SUPPORT SPACING-EACH STORY CAVITIES LOCATED DIRECTLY BELOW THE SECOND FLOOR SHALL COMPLY WITH THE APPLICABLE CODE 5 NONMETALLIC SHEATHED CABLE SHALL BE SECURED IT S L'-0"OF HYDRONIC BASEBOARD HEAT=550 BTUH AT 30 MAX FLUE ANGLE,F AND NO MORE THAN(4l ELBOWS. SPACING-6'-0" HEIGHT BUT SHALL NOT IXCEFID 10'-0" WIRE H LEG 3305 (2012-15 IRC)-NOT FOR GAS FIREPLACE MAXIMUM VERTICAL SUPPORT SPACING -EACH STORY 23(MR) WATER SUPPLY LINES MEMBERS NOT LESS THAN 1 1/4"FROM EDGE OR SHALL SWITCH LEGS FOR SECOND FLOOR STAIRS LIGHT 180'F AT 1 GALLON PER MINUTE 5 DWELLING UNITS IN TWO-FRMILY DWELLINGS SHALL BE BE PROTECTED WITH 1/16"THICK STEEL SLEEVE OR 6, FOR HYDRONIC BASEBOARD FEAT SYSTEM, MRNLF"ACTURER 3 HVAC AND FIREPLACE CHIMNEY AND CONNECTORS SHALL HEIGHT BUT SHALL NOT EXCEED TYPE COPPER LINES MAXIMUM HORIZONTAL SUPPORT DROPPED TO BASEMENT SHALL BE INTERCONNECTED ON SEPARATED FROM EACH OTHER BY WALL AND/OR FLOOR COMPLY WITH NFPR 21L 2 WATER SUPPLY LINES SHALL BE TYPE L COPPER SPACING-6'-0° PLATE CABLE PASSING THROUGH NOTCHES SHALL BE SITE BY THE BUILDER - SUPPLIES HEAT UNITS CONSISTING OF. ASSEMBLIES OF NOT LESS THAN 1 HOUR FIRE 4 BATH FRN OUTPUT 70 CFM MIN.KIT EXH 135 CFM MIN. COMPLYING WITH RSTM B 88 MAXIMUM VERTICAL SUPPORT SPACING-EACH PROTECTED WITH R 1/15'THICK STEEL PLATE C-CAPE MODELS-MANUFACTURER PROVIDES JUNCTION COVER,ELEMENTS,CAPS.3/4"TYPE M COPPER STUBBED RESISTIVE RATING WHEN TESTED IN ACCORDANCE WITHNONMETALLIC SHEATHED CRBL.E SHALL BE SECURED AT BOXES IN CEILING BEHIND KNEEWRLL FOR GENERRL 119 FLOOR-CEILING RSSEMBLIES SHALL EXTEND 5 SECTIO GLAZING SHALL BE USED WHERE REQUIRED BY COPPER LINES MAXIMUM HORIZONTAL SUPPORT STORY HEIGHT BUT NOT REXCEED UPPP. V-S'MAX WITHIN r-11"OF OUTLET BOX THROUGH THE FLOOR BUILDER IS RESPONSIBLE FOR THE RSTM E SECTION 33084 SPACING-6'-0" CPVC LINES MAXIMUM HORIZONTAL SUPPORT ILLUMINATION, SMOKE DETECTOR AND HEAT CIRCUITS BOILER AND ALL MATERIALS TO COMPLETE THE SYSTEM, TO AND BE TIGHT AGAINST THE EXTERIOR WALL, AND 6 THIS NOTE RESERVED FOR FUTURE USE MAXIMUM VERTICAL SUPPORT SPACING-EACH SPACING -3'-0° 6 RECEPTACLES SHALL NOT BE LOCATED OVER ANY PART ON SECOND FLOOR BY THE BUILDER 7 COPPER WATER PIPE,TYPES K AND M SHALL COMPLY WALL ASSEMBLIES SHALL EXTEND TO THE UNDERSIDE7 THIRD PARTY LABELINSIGNIA OF APPROVAL AND DRTR STORY HEIGHT BUT NOT TO EXCEED 10'-0" MAXIMUM VERTICAL SUPPORT SPACING-EACH OF ELECTRIC BASEBOARD HEAT UNITS ELECTRICAL MRTLS TO COMPLETE THE SECOND FLOOR WITH RSTM B 88(MECHANICAL SYSTEMS ONLY) OF THE ROOF ,SHEATHING WHEN THE FLOOR R55EMBLY CPUC COMPLYING WITH RSTM D 2846 MAY BE STORY HEIGHT AND PIPING SHALL HAVER 7 IN KITCHENS R RECEPTACLE OUTLET 5HRLL BE SHALL BE FURNISHED AND INSTALLED BY THE BUILDER B - — a - INDICATES PIPING BELOW FLOCR BY THE PLATE SHALL BE AFFIXED TO THE KITCHEN SINK INSTALLED AT EACH WALL COUNTER SPACE THRT I5 12" IN ACCORDANCE WITH GOVERNING CODES SEE NOTE -211 IS REQUIRED TO BE FIRE-RESISTANCE RATED,THE CABINET ALL PR LRBELS GROUPED AT THIS LOCATION USED AS AN ALTERNATE MATERIAL MIDSTORY GUIDE BUILDER ARROW INDICATES DIRECTION OF FLOW SUPPORTING CONSTRUCTION OF THE R55EMBLY SHALL CPVC LINES MAXIMUM HORIZONTAL SUPPORT CROSS-LINKED POLYETHYLENE(PEX)LINES MAXIMUM OR WIDER RECEPTACLE OUTLETS SHALL BE INSTRII D-RAISED RANCH MOOELS-FOR SITE INSTALLED STATES REQUIRING ADDITIONAL LABELS DBC.NH, 50 THAT NO POINT ALONG THE WALL LINE IS MORE DEVICES RT ENTRY,ie SWITCHES,RECEPTACLES,ETC FOR HYORONIC BRSEBORRO HERT LAYOUT HAVE AN EQUAL OR GREATER FIRE-RESISTANCE RATING SPACING-3'-0". HORIZONTAL SUPPORT SPACING-Z-8° 9 MANUFACTURER SHALL PROVIDE A FRAMED CHASE UPON E. RGARAGES309 (20 AND CARPORTS SHALL COMPLY WITH SECTION VR,CT)THE LABELS IHRLL BE AFFIXED INR THAN 24" MEASURED HORIZONTALLY FROM R WIRES ARE EITHER STUBBED TO BASEMENT OR COILED REQUEST TO ALLOW FOR FLUE(5)OR DUCTS TO BE CLOSET OF EACH ADDITIONAL MODULE MAXIMUM VERTICAL SUPPORT SPACING-EACH STORY VERTICAL SUPPORT SPACING-EACH RECEPTACLE OUTLET IN THAT SPACE FOR SITE INSTALLATION OF DEVICES BY THE BUILDER 3309 (2000-06 IRC) 6 33025 (2009-15 IRC d MR) IBC UNITS MAY HAVE LABELS GROUPED IN ONE STORY HEIGHT AND PIPING SHALL HAVER STORY HEIGHT BUT NOT TO EXCEED 1D-0" INSTALLED MIN ON SITE BY THE BUILDER SIZE TO BE 7 INSTALLATION OF SMOKE ALARMS AND AUTOMATIC MIDSTORY GUIDE 24(MR)CONVENTIONAL PIPE CLAMPS,BRACKETS 8 KITCHEN COUNTERTOP,BATHROOM,GARAGE AND E-WHEN CIRCUMSTANCES REQUIRE CONNECTIONS OF WIRE DETERMINED BY THE BUILDER SPRINKLER SYSTEMS SHALL COMPLY WITH LOCATION CROSS-LINKED POLYETHYLENE(FEX) COMPLYING OR STRAPPING SHALL HAVE R BEARING WIDTH EXTERIOR RECEPTACLES SHALL BE GFCI PROTECTED BETWEEN MODULES,R JUNCTION AT SHALL BE LOCATED QNlil CAPE UNITS SHALL HAVE THE LABEL FOR THE KITCHEN FIND BATHROOM RECEPTACLES SHALL BE ON UNDER THE FLOOR OR NEAR THE ATTIC ACCESS 10 FLEXIBLE DUCT CONNECTORS SHALL BE LIMITED TO 14- SECTION 4 SECTION 335 (2000 IRC),SECTION 8313 S.3314(2003 UNFINISHED UP5TRIR5 PORTION AFFIXED TO THE WITH RSTM F TE MAY BE USED AS AN ( 3/4" OR MORE 20 AMP GFCI CIRCUITS) F-ALL CONNECTIONS SHALL BE MADE ON SITE BY BLDR. FEET IN LENGTH FLEXIBLE DUCT LENGTH I5 UNLIMITED THOU CONCEALED 5 TRC d MA) KITCHEN!SINK CABINET CROSS-LIN MATERIAL 25.(M L SLOP ITIS INFlIN LINES 3'OR LESS 1L MANUFACTURER HAS OPTION OF OMITTING THE HEATING & CONCEALED SPACES BETWEEN FLOOR/CEILING CROSS-LINKED POLYETHYLENE� 2 LINES MAXIMUM SHALL SLOPE R MINIMUM OF 1/4'PER FOOT 9 FOR WHIRLPOOL TUB OPTIONS, WIRING SHALL IO IN G-SEE MANUFACTURERS SETUP PROCEDURES MANURE WHEN A MODULE DOES NOT HAVE R CLOSET. SYSTEM FOR ON SITE INSTALLATION BY THE BUILDER R55EMBL.IES SHALL BE ORRFTSTOPPED AT 1000 SF HORIZONTAL SUPPORT SPACING-2'-8" HORIZONTAL DRAIN LINES LARGER THAN 3" ACCORDANCE WITH MANUFACTURERS INSTALLATION Z R-SMOKE DETECTOR WIRES DROPPED FROM EACH FLOOR ADDITIONAL LABELS SHALL BE REFIXED TO THE 12 IT IS NECESSARY TO INSULATE THE BASEMENT WALLS INTERVALS SEE SECTION RIALS SHALL INCL 3ITH MAXIMUM VERTICAL SUPPORT SPACING-EACH SHALL SLOPE A MINIMUM T D 3 PER FOOT INSTRUCTIONS RND 5HRLL BE GFCI PROTECTED TO BASEMENT SHALL BE INTERCONNECTED WITH (2009-15 IRC d MRI MATERIALS SHALL COMPLY WITH KITCHEN SINK CABINET WHEN THE KITCHEN CABINET STORY HEIGHT BUT NOT TO EXCEED 10'-0" 26 (MR)ALL VENTS SHALL EXTEND 3"DIAMETER. 10 WHEN R WASHER RECEPTACLE IS INSTALLED INR BASEMENT SMOKE DETECTOR BY THE BUILDER TO ENSURE COMPLIANCE WITH THE FORCED AIR DUCT SECT 8502121(2000-06 IRC),R302121(21709-15 IRC-MA) IS INSTALLED ON SITE BY THE BUILDER.LABELS AND BATHROOM,WHETHER R SEPARATING DOOR IS PRESENT B-FOR CAPE UNITS, WIRE IS STUBBED THROUGH R-VALUE REQUIREMENTS IN UNCONDITIONED SPACES 9 FIREBLOCKING SHALL BE PROVIDED IN W000-FRAME DATA PLATE SHALL BE AFFIXED IN A CLOSET OR IN 3 SOLDER AND FLUX USED FOR COPPER PIPE SHALL HAVE 18"-24"ABOVE AND 2"BELOW ROOF THAT ARE NOT INSULATED, THE FORCED RIR DUCT ANOTHER KITCHEN CABINET WHEN A MODULE HRS NO R CHEMICAL COMPOSITION EQUAL TO OR LESS THAN 27 (RD ALL VENTS SHALL EXTEND 3"DIAMETER, OR NOT.THAT RECEPTACLE SHALL BE GFCI PROTECTED FLOOR/CEILING FOR BUILDER TO INSTALL SECOND MUST BE COVERED WITH SUFFICIENT INSULATION TO FLOOR CONSTRUCTION AND FLOOR-CEILING ASSEMBLIESCABINETS OR CLOSETS,LABELS AND DATA PLATE 02 PERCENT LEAD THE SOLDER SHALL COMPLY WITH 2" ABOVE AND 24" BELOW ROOF 1L GFCI CIRCUIT PROTECTION 5HRLL BE PROVIDED BY FLOOR SMOKE DETECTOR(S) ATTAIN A FORCED RIR DUCT INSULATION VALUE AS IN ACCORDANCE WITH SECTION 3602.8 21700-05 IRCL. SHALL BE AFFIXED IN A CL05ET OF ANOTHER MODULE RSTM 832. THE FLUX SHALL COMPLY WITH RSTM 8813 28 (RD HOSE BIBBS SHALL HAVE BRCKFLOW BREAKER OR RECEPTACLE 3 BATHROOM CIRCUIT WIRES DROPPED FROM FAIN FLOOR TO R30211(2009-15 IRC d MR) CHIMNEY FIRESLOCKINGRS BUILT FLOOR PLANS FOR USE BY THE AUTHORITY 4 JOINTS BETWEEN DIFFERENT GRADES OF PLASTIC PIPE PREVENTERS AND SHALL BE FROST FREE 12 SMOKE DETECTORS SHALL BE FIREX 4518 OR R BASEMENT SHALL BE INTERCONNECTED BY THE BUILDER REQUIRED BY THE APPLICABLE ENERGY CODE SHALL COMPLY WITH 8100116(2000-06 IRCL,8100319 HAVING JURISDICTION SHALL SHOW ACTUAL LOCATION RND OTHER PIPING MATERIAL SHALL BE MADE WITH AN 29 SEE DRAWING 6b FOR ADDITIONAL PLUMBING NOTES LISTED EQUIVALENT 4 PROVID PANEL BOXES IN CRAWL SPACE UNITS SHALL BE 13 ROVI5 IRC - WHERE A CLOTHES DRYER SPACE IS 4009-15 IRC d MR) FIREBLOCKING SHALL BE APPLIED OF THE INSIGNIA OF APPROVAL APPROVED ADAPTER FITTING 30 2009-15 IRC-WATER SUPPLY RISER FROM SHOWER 13 SMOKE DETECTORS SHALL BE DIRECTLY CONNECTED INSTRLLEO BY THE MANUFACTURER FOR OTHER UNITS. PED. R DRYER EXHAUST SHALL BE INSTALLED BEFORE SPACE IS COVERED OR CONCEALED FOR PA.BUMP-OUTS. 300-ONS. RODITIONS d ETC OF 5 FOR RBS PIPE RNO FITTINGS.A SOLVENT CEMENIT VALVE TO HERD OUTLET SHALL BE SECURED USING TO A GENERAL ILLUMINATION CIRCUIT WITH NO THE MRN'UFACTURER MAY EITHER INSTALL THE PANEL IF�T INSTALLED BY THE MANUFACTURER, IT MUST 10. ROOF COVERINGS SHALL COMPLY WITH SECTION CLOSED-WRLL CONST d > 49 SF FOOTPRINT SHALL HAVE THAT COMPLIES WITH ASTM 0 2235 SHALL BE RPPI DEVICES DESIGNED FOR USE WITH THE SPECIFIC PIPING INTERVENING SWITCHES AND SHALL BE BOX,WIRE THE PANEL BOX UNDERNEATH FOR 20 INSTALL-BY THE BUILDER 3905 ONE STATE LABEL AND ONE PF5 LABEL PER MODULE TO ALL JOINT SURFACES FOR CPVC PIPE d FTNGS. MATERIALS OR FITTINGS RNCHORED WITH SCREWS INTERCONNECTED IN SUCH A MANNER THAT THE INSTALLATION BY THE BUILDER OR LABEL WIRES AND 14 21709-12 IRC - WHERE R CONCEALED HALL DUCT IS 1L SKYLIGHTS AND SLOPEDTUBULAR GLAZING SHALL COMPLY WITH 8 EXT CHASES SHALL HAVE INSULATION AND ORYWRU_ A SOLVENT CEMENT THAT COMPLIES WITH R5TM F 493 31 2009-15 IRC-EACH FIXTURE ORRIN SHALL CONNECT ACTIVATION OF ONE ILRRM WILL ACTIVATE ALL SHIP PANEL BOX AND BREAKERS L005E FOR INSTALLED. THE LENGTH OF DUCT SHALL BE SECTION 33086.TUBULAR DAYLIGHT DEVICES SHALL 9 HRNORRILS SHALL BE PROVIDED ON AT LEAST ONE 5HRLL BE APPLIED TO ALL JOINT SURFACES THE INDEPENDENTLY TO THE HORIZONTAL WET VENT ALARMS IN THE INDIVIDUAL UNIT INTERCONNECTION IN5TFILLATION BY THE BUILDER PERMANENTLY 2015IRC IDENTIFIED WITHINREDD 72"OF THE DUCT COMPLY W/SECTION R SU ICT T IRC) SIDE OF EACH STAIRWAY WITH FOUR OR MORE RISERS JOINT SHALL BE MADE WHILE THE CEMENT IS WET, 3Z 2012-15 IRC-DOMESTIC HOT WATER SUPPLY PIPING OF SMOKE DETECTORS NOT REQUIRED FOR WIRELESS 5 WHEN PANEL BOX IS INSTALLED IN UNIT.ELECTRICAL CONNECTION. DRY IRC SIGNAGE INSTALLED WHEN > 35'RUN i2 CUTTING MEMBERS SUBJECT MP HOLE DRILLING, HANDRAIL HEIGHT,MEASURED ABOVE STAIR TREAD " AND IN ACCORDANCE WITH RSTM 0 2846 OR RSTM SHALL BE INSULATED TO R MINIMUM OF R-3 UNDER ALARMS PROVIDED ALL ALARMS SOUND UPON ACTIVATION CONNECTIONS BETWEEN MODULES SHALL BE MADE IN 15 OF THE IRC - DRYER DUCTS INSTALLED WITHIN WITH A CUTTING 0 NOTCHING SHALL COMPLY WITH SECTIONS NOSINGS SHALL BE NOT LESS THAN 34 INCHES FIND F 493 FOR PVC PIPE AND FITTINGS, I PRIMER THE FOLLOW CONDITIONS: OF A SINGLE ALARM 4012 IRC) JUNCTION BOXES IN THE ATTIC CAVITY NEAR THE ME THE FARMING EDGE SHALLHE BE PROTECTED WITH R 35028. Rfi02 fi.R60Z61,d 38027 THEY SHALL BE LOCATED IN EACH SLEEPING ROOM. ACCESS PANEL OR IN THE BASEMENT.MRNUFRCTURER METOL SHIELD 2"ABOVE THE SOLE PLATE AND 2" l3 THE MANUFACTURER MAY SUBSTITUTE FOR THE JOIST NOT MORE THAN 38 INCHES THAT COMPLIES WITH RSTM F 656 SHALL BE APPLIED -PIPING SERVER THAN 3/4" BELOW THE TOP PLATE HANGERS SHOWN IN THE TYPICAL CROSS SECTION GUARDS SHALL COMPLY WITH SECTION 3312 TO ALL PVC SOLVENT CEMENTED JOINTS SOLVENT -PIPING SERVING MORE THAN ONE DWELLING UNIT OUTSIDE OF EACH SEPARATE SLEEPING AREA AND ON SHALL SUPPLY JUNCTION BOX AND WIRE lfi 2009-15 IRC - MICROWAVES INSTALLED ABOVE COOKING DRAWINGS,R 2x2 NOMINAL WOOD LEDGER STRIP. 10 VENTILATION OF ATTIC SPACE SHALL BE PROVIDED BY CEMENT FOR PVC PIPE COMPLYING WITH RSTM 0 2564 -PIPING FROM WATER HERTER TO KITCHEN OUTLETS EACH FLOOR LEVEL ALL SMOKE ALARMS SHRILL BE MANUFACTURER HAS OPTION OF USING MODULE APPLIANCES SHALL CONFORM TO UL 923 14. (MRI EGRESS FROM ILL DWELLING UNITS SHRILL A COMBINATION OF ERVE IND RIDGE VENTS THE SHALL BE APPLIED TO ALL JOINT SURFACES FOR -PIPING LOCATED OUTSIDE THE CONDITIONED SPACE LISTED AND INSTALLED IN ACCORDANCE WITH THE INTER-CONNECTION AS DESCRIBED ON NOTE 1R. 17 2009-15 IRC - RETURN RIR SHALL NOT BE PULLED MINIMUM NET FREE VENTILATION FIRER SHALL BE CROSS-LINKED POLYETHYLENE(PEX) PIPE AND FITTINGS. -PIPING FROM THE WATER HERTER TO R PROVISIONS OF THE CODE AND NFPR 72 6 WHEN PANEL BOX IS NOT LOCATED ON OR DIRECTLY FROM ATTICS OR UNDER-FLOOR PLENUMS BE BY MEANS OF TWO EXIT DOORS SEE NOTE 2, 1/300 OF THE FIRER OF THE SPACE VENTILATED 50 TO RID JOINTS BETWEEN TUBING OR FITTINGS.REF SECTS DISTRIBUTION MRNIIFOLD SEE ELECTRICAL FIELD NOTE -2 ADJACENT TO AN EXTERIOR WALL OF BUILDING.A REMOTE AS POSSIBLE FROM EACH OTHER AND 80% VENT AT RIDGE 2003-09 IRC-MRI. 40 TO 50%VENT P2904(2003-2006 IRC),P2904(2009-2012 IRC).RNID - PIPING EXCEEDING THE FOLLOWING"RUN"LENGTHS. 14 ENCLOSED INCANDESCENT CEILING LIGHTS IN A CLOSET SERVICE DISCONNECTING MEANS SHALL BE INSTALLED RT 18 2012-15 IRC-RLL PIPING AND TUBING SHALL BEAR THE LEADING DIRECTLY TO GRADE. SHALL HAVE 12"MINIMUM HORIZONTAL CLEARANCE FROM IDENTIFICATION MANUFACTURER qT RIDGE (2012-15 IRC) p2904 2015 IRCL FOR COMPLIANCE 3/8"=30', 1/2"=20'3/4"=10: >3/4"=5 A READILY RCCE55IBLE LOCATION EITHER OUTSIDE OF 19 2012 IRC-PLASTIC PIPE.FITTINGS AND COMPONENTS 32 INCHES EXIT DOORS SHALL NOT BE LESS THAN 1L THIS NOTE RESERVED POR FUTURE USE - 33 2012-15 IRC-WRSTE WATER FROM BATHTUBS.SHOWERS. COMBUSTIBLE MRTERIRL SURFACE MOUNTED THE BUILDING OR INSIDE NERREST THE POINT OF SHALL BE 3rd PARTY CERTIFIED AS CNFRMNG TO NSF14 32 INCHES IN NOMINAL WIDTH NOR BO" IN 12 INTERIOR WALL AND CEILING FINISHES IN ENCLOSED 6 SLOPE HORIZONTAL DRAIN LINES 2 1/2"OR LESS SHALL LRV' CLOTHE5 WASHERS,AND LAUNDRY TRRY5 MAY BE FLUORESCENT OR RECESSED ENCLOSED INCANDESCENT ENTRANCE OF THE SERVICE CONDUCTORS ON SITE BY 20.2012-15 IRC -ALL PIPING. TUBING AND FITTINGS 5HRLL NOMINAL HEIGHT SLIDING TYPE DOORS SHALL NOT 2 FAMILY DWELLING EXITS SHALL HAVE R FLAME SLOPE R MINIMUM OF 1/4"PER FOOT DI5CHRRGED TO AN APPROVED GRAY WATER SYSTEM CEILING LIGHTS IN R CLOSET SHALL HAVE 6" MINIMUM THE BUILDER EITHER BE TESTED OR CERTIFIED BY AN APPROVED BE LESS THAN 78" IN NOMINAL HEIGHT. SPREAD RRTING OF 0 TO 75 A MINIMUM DRAIN LINES 3"TO 6" SHALL SLOPE DESIGNED PER SECTION P3009 HORIZONTAL CLEARANCE FROM COMBUSTIBLE MATERIAL SERVICE DISCONNECTING MEANS SHALL NOT BE 15 2012-15 IRC-END-JOINTED LUMBER USED IN FIRE R MINIMUM OF 1/8"PER FOOT 15 3 WAY AND 4 WAY SWITCHES SHALL BE SO WIRED THAT 2L2012-IS TESTING AGENCY 13 INDIVIDUAL COMPONENTS SUCH AS STRUCTURAL 34 2012-IS IRC-PIPE FITTINGS. TRIPS.FIXTURES INSTALLED IN BATHROOMS 2L 2012-15 IRC-EIEC BASEBOARD TETTERS MUST BE LIS RESISTANT FLOOR. WALL S ROOF/NLG ASSEMBLIES SYSTEMS.HABITABLE SPACES. NON-HRBITIBLE SPACES. 7 FITTINGS FOR CHANGE W DIRECTION OF DRAINAGE UTILIZED IN A PLUMBING SYSTEM SHALL BEAR THE ID ALL CONDUCTOR NG IS DONE ONLY IN THE UNGROUNDED THE AUTHORITY HAVING JURISDICTION SHALL DETERMINE SHALL HAVE THE"F92R"DESIGNATION IN IT'S GRADE STAIRWAYS.CLOSETS.UTILITY AREAS.BATHS. PIPING SHALL COMPLY WITH TABLE 3005E OF THE MANUFACTURER.REFERENCED STANDARD AND CONDUCTOR SWITCHES OR CIRCUIT BREAKERS SHALL NOT THE DISTANCE INSIDE THE BUILDING THE SERVICE AND LABELED PER UL 1042 MARK KITCHENS. GARAGES.CARPORTS. ETC.MAY BE 8. MAXIMUM LENGTH FROM WASTE OUTLETS TO TRAP 3rd PARTY INSPECTION RGENCY DISCONNECT THE GROUNDED CONDUCTOR OF R CIRCUIT ENTRANCE CONDUCTORS SHALL BE ALLOWED TO TRAVEL 22 2012-15 IRC-WHOLE HOUSE MECHANICAL VENTILATION 16 2012-15 IRC-SINGLE MEMBER EXT WALL HERDERS WEIR SHALL BE 24" SYSTEM REOURIED PER MI507 WTEGRRTEO WITH ANY FLOOR PLAN THEY MAY BE 35 VENT SHALL TERMINATE 2 ABOVE OPENINGS WITHIN 10' I6 OUTLET BOXES IN FIRE RATED ASSEMBLIES SHRLL BE TO THE MAIN DISCCONNECTING MEANS 23,OUT000R INTAKE OPENINGS WITHIN 10'OF R SHALL HAVER PLATE ABOVE AND THE THICKNESS OF ROTATED 90 RID/OR REVERSED IN ANY DIRECTION. 9 AS AN ALTERNATIVEIAEA TO VENTS THROUGH THE ROOF, 2003-2009 IRC-MRI. 3'ABOVE OPENINGS WITHIN 10'FOR PASS d SEYMOUR TYPE PL18RN OR R LISTED EOUIV 7 ELECTRIC SERVICE SHALL BE GROUNDED ON SITE BY THE WALL DIRECTLY ABOVE RND BELOW THE HEADER IIA ADMITTANCE VALVES COMPLYING WITH RISE 1051 THE BUILDER IN ACCORDANCE WITH GOVERNING CODES CONTAMINATION SOURCE FIRE-0 BE 2'BELOW THE IN PART OR IN THEIR ENTIRETY APPLICABLE 2012-15 IRC 17 WHEN CIRCUITS WILL NOT FIT IN SINGLE PANEL BOX CONTAMINATION SOURCE 2003-09 IRC-MAI.3' BELOW SHRILL BE PERMITTED FOR A SINGLE FIXTURE OR FOR 8 AFTER THE HOME IS SET ON THE FOUNDATION AND THE STRUCTURAL SYSTEM DRAWINGS SHALL BE CROSS 36 2003-12 IRC-LAUNDRY TUB MIN 1-1/4°ORRIN 1-L2" A SLB-FEED SHALL BE INSTALLED SEE DRAWING 6e FOR 2012-15 IRC MULTIPLE FIXTURE TRAPS ELECTRICRL SYSTEM IS COMPLETED BY OTHERS IN REFERENCED ON ALL FLOOR PLANT DRAWINGS LAUNDRY TUB MIN DRAIN-Z015 IRC.MR.NY.NJ d ME 18 FOR OWNER OCCUPIED ONE-FAMILY DWELLINGS WHERE 24 2012-15 IRC-RIR EXHAUST OPENINGS SHALL TERMINATE 3' 14 OPERABLE WINDOWS LOCATED MORE THAN 72"RBOVE 10 HORIZONTAL VENT PIPES SHALL BE LOCATED R THE OWNER WISHES TO OMIT ELECTRICAL DEVICES. ACCORDANCE WITH THE GOVERNING CODES,R COMPLETE OR MORE FROM PROPERTY LINES, 3'FROM OPENINGS MINIMUM OF 6"ABOVE THE FLOOD LEVEL RIM OF FINISHED GRADE MUST MAINTAIN THE LOWEST PART OF FIXTURES AND WIRING.EXEMPTIONS SHILL BE SUBJECT OPERATIONAL CHECK SHALL BE PERFORMED THIS CHECK (WINDOWS, DOORS.ETC) INTO THE BUILDING, AND BY THE WINDOW CLEAR-OPENING R MINIMUM OF 24"ABOVE THE HIGHEST FIXTURE SERVED TO RPPROVRL BY THE AUTHORITY HAVING JURISDICTION SHALL BE THE RESPONSIBILITY OF THE BUILDER FROM MECFANICRL RIR INTAKES UNLESS THE EXHAUST THE FINISHED FLOOR OF THE ROOM IN WHICH THE 1L BATHTUB AND SHOWER FLOORS AND WALLS ABOVE 19.FOR RFCI PROTECTION. SEE ELECTRICAL NOTES 9 COMPLETED ELECTRICAL SYSTEMS SHALL BE INSPECTED OPENING IS 3'ABOVE THE AIR INTAKE WINDOW IS LOCATED IF THE WINDOW CLERR-OPENING BATHTUBS WITH INSTALLED SHOWER HEADS AND IN PLUMBING FIELD NOTES 7 AND 8, SHT 3. AND TESTED IN CONFORMANCE WITH NFPR-70 25 2015 IRC-CONDENSATE DRAINS TO BE INSTUD TO ALLOW GENERRL FIELD NOTES SHOWER COMPARTMENTS SHALL BE FINISHED WITH A IN DOES NOT MEET THESE PERRMETERS,THE BUILDER 20.(2006-12 IRM SMOKE REARMS AND DETECTORS INSTALLED TESTING RNID INSPECTION 51-IRCL BE PERFORMED BY AN MAINTENRNCE OF THE DRAIN W/O CUTTING THE DRAM ONABSORBENT SURFACE SUCH WILL SURFACES SIHPLL LN L WHERE ADJOINING MODULES THAT HAVE GAPS OF B" SHALL BE RESPONSIBLE FOR COMPLIANCE WITH EXTEND TO A HEIGHT OF NOT LESS THAN F-O" ABOVE L BUILDER RESPONSIBLE FOR SUPPLYING AND WITHIN R 20 FOOT EHORIZONTAL PATH OF A COOKING APPROVED S ARE ELECTRICAL UNDERWRITER'S AGENCY 26 2015 IRC-REFERENCE DUCT LENGTH TABLE M150B2 IF OR MORE,FIRESfOPPING SHALL BE PROVIDED AID SECTION 36132 2006 IRC),36122 2009 IRC d MRI. THE FLOOR INSTALLING DISHWASHER d ICE-MAKER-BOX HAMMER SILENCINGRFPLIRNCE SHILL BE EQUIPPED WITH O-ALARMLECTR 10 WHEN RS,DRYERS,FIRE PROVIDED LN THE MAYFACTORY, MRNUFICTURER'S INSTRUCTIONS NOT RVRILRBLE R312(2012-15 LRCI SILENCING MEANS OR BE OF THE PHOTOELECTRIC TYPE INSTARS. BTHWATER HEATERS MAY BE INSTALLED AT ALL CEILING AND FLOOR LEVELS BY 15 BASEMENTS WITH HABITABLE SPACE AND EVERY 12 SHOWERS AND TUB/SHOWER COMBINATIONS SHALL BE ARRESTOR COMPLYING WITH RISE 1010 2L 40176-12 IRC) SMOKE ALARMS AND DETECTORS SHALL NOT INSTALLED BY THE MgNUFRCTURER, THE BUILDER RND/OR SET-UP CREW ON SITE FOR 2009-15 IRC STATES.WATER HAMMER ARRESTORS SLEEPING ROOM SHALL HAVE AT LEAST ONE OPENRBLE EQUIPPED WITH CONTROL VALVES OF THE PRESSURE BE INSTALLED WITHIN R 3 FOOT HORIZONTAL PATH WHEN AREAS OR APPLIANCES ARE NOT PROVIDED. THE TYPE. THICKNESS AND INSTALLATION OF MATERIAL ARE ONLY NECESSARY AT ICE-MAKER-BOX AND EMERGENCY ESCAPE AND RESCUE OPENING WITH H SILL PRESSURE THERMOSTATIC MIXING OR COMBINATION FROM A DOOR TO R KITCHEN OR BATHROOM CONTAINING APPLIANCES SHALL BE PROVIDED BY THE BUILDER, SERVING AS p BARRIER TO THE UNOBSTRUCTED DISHWASHER LOCATIONS IF REQUIRED BY THE HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE PRESSURE BALANCE/THERMOSTATIC MIXING VALVE p SHOWER OR p TUB MANUFACTURER OR RETAIL CUSTOMER AND MOVEMENT OF FLAMES FWD PRODUCTS OF COMBUSTION MANUFACTURER'S INSTRUCTIONS INSTALLED ON SITE SHALL BE APPROVED BY THE AUTHORITY HAVING FLOOR,R MINIMUM NET CLEAR OPECLF ROPE OF TYPES WITH HIGH LIMIT STOPS COMPLYING WITH 2 BUILDER RESPONSIBLE FOR SUPPLYING AND 22 BE IRC) SMOKE REARMS AND DETECTORS SHALL NOT JURISDICTION 57 SQUARE FEET,R MINIMUM NET CLEAR OPENING RISE/ANSI 1016 THE HIGH LIMIT STOPS SHALL BE SET BE INSTALLED WITHIN R 3 FOOT HORIZONTAL PATH IL ILL WORK DONE ON SITE SHILL BE APPROVED BY THE INSTALLING BATH FIXTURE FIRE BLOCKING 2 MRNUFgCTURER HAS OPTION OF OMITTING PORTIONS HEIGHT OF 24 INCHES IND R MINIMUM NET CLEAR (N LIMIT WRIER TEMPERATURE TOR MAXIMUM 120'F 3 FIELD INSTALLED PIPING BETWEEN SECOND d FIRST FROM THE TIP OF THE BLADE OF A CEILING AUTHORITY HAVING JURISDICTION OF/OR COMPLETE ROOF. CEILING RND/OR FLOOR OPENING WIDTH OF I INCHES 44"RFF MEASURED TO 13 OR 06-15 IRC d MR)THE HOT WRIER TO BATHTUBS SUSPENDED(PADDLE)FRN 2.ON-SITE DECK/PORCH/STOOP SHALL EXTEND UNDER EXT FLOORS, BATHROOM TILE d FREEZE PROTECTION ON SECTIONS OF MODULES,IF BUILDER WANTS TO BTM OF CLEAR OPENING FOR 2012 IRC OR WHIRLPOOL TUBS SHALL BE LIMITED TOR MAXIMUM CRAWL SPACE PIPING PLUS ALL WORK DONE ON SITE 23 (CT.NJ,RI. VT.PA)RT LEAST ONE CARBON MONOXIDE GFCI RECEPT q5 SHOWN 50 THE RECEPT MAY BE CONSTRUCT SAME IN THE FIELD DESIGN OR 16 ERCH DWELLING UNIT SHALL CONTRLN AT LEAST ONE TEMPERATURE OF 2O'F BY A WATER TEMPERATURE SHALL BE APPROVED BY THE AUTHORITY HAVING DETECTOR SHALL BE PROVIOED IN EACH DWELLING UNLIT ACCESSIBLE FROM THE DECK/PORCH/STOOP VERIFICATION OF DESIGN. SHALL BE 87 R PE OR RA HRBITRRF SPACE WITH 120 50 FT MINIMUM GRO55 LIMITING DEVICE THAT CONFORMS TO R55E 1070 THE DETECTOR SHALL BE INSTRI I IN THE 13 REO'D FRONT AND REAR EXT GFCI RECEPT SHALL BE JUR150ICTION PIPING SHALL BE FIELD TESTED IN ACCORDANCE WITH GOVERNING CODES TO ENSURE FLOOR AREA(EXCEPTION 2X0 IRC= C N MINI EXCEPT WHERE SUCH PROTECTION F_ PROVIDED BY BEFORE CONCEALMENT LOWEST F VICINITY OF BEDINING 7 D THE ACCESSIBLE FROM GCI E ADDITIONAL"BE PRO OTHER HABITABLE FI ROOMS EXCEPT KITCHENS SHALL ( COMBINATION DISCHARGE VALVE LOWEST FLOOR LEVEL CONTAINING BEDROOAS ACCESSIBLE"EXT GFCI OTHERS S SHALL BE PROVIDED ROOF DESIGN DOES NOT EXCEED THE LORD CARRYING HAVE R FLOOR AREA OF NOT LESS THAN 70 SD FT 14 I06-1S IRC)THE DLSCHRRGE WATER TEMPERATURE FROM 4 ALL FINISHED WATER AND OWV SYSTEMS SHALL BE BEDROOM(S)SEPARATED BY OTHER USE AREAS SUCH AND INSTALLED BY OTHERS (BELOW THE MODULES) AT CAPABILITES OF THE LORD BEARING WALLS, TESTED WHEN COMPLETED ON SITE BY OTHERS IN DESIGNER SHALL CONTACT THE MANUFACTURER TO HABITABLE ROOMS EXCEPT KITCHENS 5HRLL NOT BE R BIDET FITTING SHALL BE LIMITED TO R MAXIMUM ACCORDANCE WITH GOVERNING CODES RS KITCHENS.LIVING ROOMS. ETC SHALL REQUIRE THE FRONT AND REAR OF THE HOUSE SHOULD THE LE55 THAN 7 FEET IN ANY HORIZONTAL DIRECTION TEMPERATURE OF 110'F BY A WATER TEMPERATURE 5 ALL WORK DONE ON SITE SHALL BE APPROVED BY A SEPARATE CARBON MONOXIDE DETECTOR RECEPTS SHOWN NOT BE ACCESSIBLE FROM GRADE VERIFY THE SIZE. SPECIES. GRIOE,AND OC SPACING 17 THE GREATEST RISER HEIGHT OR TREAD DEPTH WITHIN LIMITING DEVICE THAT CONFORMS TO R55E 1070 THE AUTHORITY HAVING JURISDICTION OF DETECTORS SHALL BE LOCATED WITHIN 10 FEET OF LOAD BARRING MEMBERS ALL BE TO ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE 15 BATHTUBS INCLUDING GARDEN, WHIRLPOOL AND HOT OF BEDROOMS COMPLETE OMITTED AREAS SHALL BE SUPPLIED AND SMALLEST BY MORE THAN 3/8" TUBS SHALL HAVE OUTLETS AND OVERFLOWS AT LEAST DETECTORS SHALL HAVE R BATTERY BACKUP INSTALLED BY THE BUILDER IN ACCORDANCE LITH THE WIDTH OF EACH LANDING SHALL NOT BE LESS LS INCHES IN DIAMETER. FIND THE WASTE OUTLET DETECTORS SHALL BE LISTED AND LABELED AS GOVERNING CODES THAN THE STAIRWAY OR DOOR SERVED EVERY LANDING SHALL BE EQUIPPED WITH AN APPROVED STOPPER COMPLYING WITH UL 2034 3 IF BUILDER WANTS TO CONSTRUCT.FABRICATE AND SHALL HAVE A MINIMUM DIMENSION OF 35 INCHES 16 JOINTS AROUND PLUMBING FIXTURES SHALL BE MADE THE WIRING SHALL BE PERMANENT AND WITHOUT R ATTACH THE Le PORCHES.CARPORTS,GARAGES, MEASURED IN THE DIRECTION OF TRAVEL WATERPROOF AT FLOORS, WALLS AND COUNTERTOPS DISCONNECTING SWITCH OTHER THAN AS REQUIRED ETC IN THE FI0.D TOR LOAD BARRING WRLL. 18 STAIRWAYS SHALL NOT BE LE55 THAN 36 INCHES IN 17 06-15(IRC d MR)CEMENT,FIBER-CEMENT OR GLA55 FOR OVER CURRENT PROTECTION PISTON R. VERIFICATION ACCORDANCE DESIGN 5HRLL BE BY A CLEAR WIDTH RT ALL POINTS ABOVE THE PERMITTED MAT GYP COMPLYING WITH R5TM 01288.01325. OR C1278 DETECTORS SHALL NOT BE REQUIRED IN DWELLING I E OR RA INSUREESIWITH GOVERNING CODES HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM SHALL BE USED AS BACKERS FOR WALL TILE IN TUB UNITS NOT CONTRINING R FUEL BURNING APPLIANCE, IN ORDER YI ENSURE DESIGN DOES NOT EXCEED THE HEIGHT HRNORRILS SHALL NOT PROJECT MORE THAN AND SHOWER AREAS 2009-12 IRC d MR-GREEN BOARD FIREPLACE OR ATTACHED GARAGE LARD CARRYING CAPABILITIES C THE LORD BEARING 24 (DE) SMOKE DETECTORS SHALL NOT BE INSTRII F ON 45 INCHES ON EITHER SIDE OF THE STAIRWAY AND SHALL CONFORM WITH RSTM 01396. 01178. 01278 WALLS.DESIGNER SHALL CONTACT THE MANUFACTURER THE MINIMUM CLEAR WIDTH OF THE STAIRWAY AT AND BRANCH CIRCUITS PROTECTED BY RFCL RLL SMOKE TO VERIFY THE LORDING.IRE.SPECIES.GRADE AND BELOW THE HANDRAIL HEIGHT SHALL NOT BE LESS 18 COPPER AND PLASTIC PIPE SHALL BE PROTECTED FIRE SPRINKLER NOTES DETECTORS SHALL BE SUPPLIED BY DEDICATED OC SPACING OF LORD BEARING MEMBERS GABLE END WHEN LESS THAN 1 1/2" O-1/4"FOR 2015 IRC) FROM CIRCUITS AND SHALL BE MECHHNICRLLY PROTECTED ELECTRICAL SYMBOLS HERT FIELD NOTES THAN 31.5 INCHES WHERE A HANDRAIL IS INSTALLED ON NEAREST EDGE OF WOOD MEMBER PROTECTIVE SHIELD L SPRINKLER DESIGNED BY OTHERS PER NFPR 13D WALLS EXCEPT FOR THOSE SUPPORTING WINGED ONE SIDE AND 27 INCHES WHERE HRNDRAILS ARE PLATES SHALL BE R MIN OF 006Z' THICK STEEL AND SEE MODEL SPECIFIC PLAN 6 CALCS IN THE BY LOCK-ON DEVICES GABLES, BALCONIES.2nd FLOOR WALL DEAD LORDS PRE PROVIDED ON BOTH SIDES SHALL COVER THE AREA OF THE PIPE WHERE THE PERMIT SET PACKFlGE 25 (MRI ONE SMOKE DETECTOR SHALL BE PROVIDED FOR ED DUPLEX RECEPT 5 SINGLE SWITCH I IF HRBITABLE ROOMS ARE TO BE INSTALLED ON SITE NON-LORD BEARING CONTACT MANUFACTURER TO VERIFY FACTORY SHALL PROVIDE OPENING THROUGH FLOOR EACH 1200 SF OF FLOOR AREA OR PORTION THEREOF c�'[ IN BASEMENT BY BUILDER AND R COMBUSTIBLE FUEL BEARING STATUS OF GABLE ENO WALLS WHEN IN DOUBT LARGE ENOUGH TO ALLOW STAIRS TO COMPLY MEMBER IS NOTCHED OR BORED AND SHALL EXTEND A 2 GENERAL SPRINKLER DESIGN NOTES CAN BE FOUND DETECTOR(5) SHALL BE ADJACENT TO ALL SLEEPING s GFI RECEPT 53 THREE WAY SWITCH FURNACE IS SPECIFIED. R FURNACE ROOM SHALL BE MIN OF Z'ABOVE SOLE PLATES d BELOW TOP PLATES IN SECTION of OF THE MUNCY INC FIRE CONSTRUCTED FIND A VENT TO EXTERIOR PROVIDED 4 WHEN CONSTRUCTION FIND FABRICATION OF ELEMENTS. WITH THE GOVERNING CODE SPRINKLER DESIGN MANUAL. AREAS AND WITHIN THE SAME CIRCUIT KITCHEN �,p I. PORCHES,CARPORTS, GARAGES,ETC I5 DONE IN R 19. 2009-15 IRC d MR- 'HABITABLE ATTICS" SHALL BE 19 CONCEALED PIPING L UNHEATED PROD AREAS INCLUDING LOCATED WITHIN 20 FEET OF R KITCHEN OR � WATERPROOF RECEPT � THERMOSTAT BUILDER SHALL COMPLY WITH APPLICABLE CODES FOR MANNER THAT DOES NOT IMPOSE ANY ADDITIONAL DESIGNED WITH PERMANENT STAIR FOR VERTICAL OUTSIDE WALLS SHALL BE PROTECTED AGAINST BATHROOM CONTAINING R TUB OR SHOWER SHALL BE ANY ADDITIONAL REQUIREMENTS STRUCTURAL LIVE LORDS ON THE MODULAR UNIT. NO EGRESS FIND A MINIMUM OF(LI EGRESS WINDOW FREEZING PIPING SHALL NOT BE LOCATED IN OF THE PHOTO ELECTRIC TYPE qP 220 RECEPT —E PANEL BOX Z ALL WORK DONE ON SITE SHALL BE APPROVED BY THE VERIFICATION OF LORD CARRYING CAPABILITIES L5 20 2009 IRC d MA-STEP-FLASHING GR 4'7 INDOW UNHEATED SPACES WHEN POSSIBLE 26 (MR)FOR ALL SIDE WALL HORIZONTALLY VENTED AUTHORITY HAVING JURISDICTION. REQUIRED BY THE BUILDER FOR THE ATTACHMENT OF 20 CONCEALED PLUMBING SHALL BE TESTED IN PLANT GAS FUELED EQUIPMENT AND WHERE THE SIDE WALL WHERE ROOFS ABUTS R VERTICAL SURFACE 2012-15 IRC LIGHT ELEMENT TO THE MODULAR UNIT FLASHING MAY BE CONTINUOUS OR"STEP-TYPE' WHERE NO PLUMBING SHALL BE CONCEALED BEFORE TESTING EXHAUST VENT TERMINATION I5 LESS THAN 7 FEET 5 OPENINGS IN MARRIAGE WALLS GREATER THRN 6'-0" ROOF ABUTS A VERTICAL SURFACE 2L IN-PLANT PLUMBING SHALL BE LABELED AND ABOVE FINISHED GRADE CARBON MONOXIDE DETECTORS ® RANGE HOOD VENTED TO EXT. SHALL RECUIRE R STEEL COLUMN OR FOUNORTION 21 2009-15 IRC-MR-36"WIDE STRIP OF ICE-GURRO REO'D PROTECTED DURING TRANSPORTATION, SHALL BE PROVIDED AND INSTALLED IN ACCORDANCE PIER UNDER EACH END IN THE FOUNDATION IN ALL CLOSED VALLEYS PLUGGED.CAPPED,ETC WITH 248 CMR 5.08 ® PAN LIGHT VENTED TO EXT ACTUAL FLOOR PLANS PROVIDED FOR PERMIT SETS 22 2003-15 IRC d MR-BRRCED WALL ANALYSIS SHALL BE FIRE SPRINKLER FIELD NOTES 27 (MAI A LISTED SINGLE HEAT DETECTOR SHALL BE SHALL SHOW LOCATION OF EXTRA SUPPORTS PERFORMED ON EACH MODEL PER SECTION R60210 INSTALLED IN ANY INTEGRAL OR ATTACHED GARAGE „R SMOKE DETECTOR ❑ JUNCTION BOX 12OMPH 3-SECOND GUS 6 SHIP LOOSE APPLIANCES AND OR EQUIPMENT SHALL 2003-2015 IRC 6 MR) L FOR FIRE SPRINKLER DESIGNS PROVIDED BY MUNCY TO THE MAIN HOUSE BE INSTALLED PER THE PRODUCT MANUFACTURERS 23 2012-15 IRC-DRIP EDGE SHALL OVERLAP Z',EXTEND R HOMES INC.THE WATER DEMAND(PSI/GPM) THE DETECTOR SHALL BE LISTED FOR AND REQUIRED o ELECT BRSEBO o HYDRONIC BR5EBD INSTRUCTIONS BY THE BUILDER OR RETAIL CUSTOMER MINIMUM OF 1/4"BELOW THE ROOF SHEATHING,EXTEND STATED ON THE MODEL SPECIFIC SPRINKLER CRLC'S TO BE INTERCONNECTED TO ALL SMOKE DETECTORS OF 7 HAN]RRILS SHALL BE SUPPLIED AND INSTALLED BY UP THE ROOF SHERTHING 2",AND BE FASTENED WITH d PLANS MUST BE MET OR THE SPRINKLER SYSTEM THE REQUIRED HOUSEHOLD FIRE ALARM SYSTEM.SUCH STRIP OUTLETS THE BUILDER BEFORE UNIT IS HABITABLE ROOFING NAILS AT 12"OC ROOFING UNDERLAYMENT WILL NOT FUNCTION CORRECTLY � THAT THE ACTIVATION OF THE HEAT DETECTOR WILL HRNORRILS SHALL BE FIELD INSTRLLED SHALL EXTEND OVER THE DRIP EDGE AT THE ERVE,AND 2. ENSURE THE"WARNING"HRNG-TRG I5 FASTENED TO ACTIVATE ALL OF THE AUDIBLE ALARMS OF THE 8 THE BUILDER SHALL BE RESPONSIBLE FOR COMPLYING UNDER THE DRIP EDGE AT THE RAKE(GABLED SHINGLES THE SPRINKLER SYSTEM NEXT TO THE CONTROL VALVE RECUIRED HOUSEHOLD FIRE ALARM SYSTEM THROUGHOUT MRSTEI2 SER IES _ WITH SECTION R310 APPLICABLE TO MAY BE CUT FLUSH WITH THE DRIP EDGE UNLE55 3 MD-FILL ON-SITE SPRINKLER WORK MUST BE THE BUILDING BASEMENTS REQUIRING EMERGENCY AND RESCUE OTHERWISE SPECIFIED BY THE SHINGLE MANUFACTURER. PERFORMED BY R MD LICENSED SPRINKLER CONTRACTOR 28 (MR)SWITCHES AND RECEPTACLES SHALL HAVE GRSKET5 RLL MODELS OPENINGS 29 (MR. RII IN5ULRTEO STAPLES SHALL BE INSTALLED. 9 FOUNDATION PLANS ARE FOR DIMENSIONAL AND METHOD 30 (RI)ONE SMOKE DETECTOR SHALL BE PROVIDED FOR OF CENTER GIRDER SUPPORT ONLY FINAL DRAWINGS EACH 1200 SF OF FLOOR AREA OR PORTION THEREOF PFS Corporation SCHEDULES NOTES FOR SITE WORK REQUIRED IN CONNIECTION WITH ONE HEAT DETECTOR SHALL BE PROVIDED FOR ALL 5ET-UP/INSTRLIATION OF THE UNIT SHALL BE DONE INTEGRRL GARAGES OR ATTACHED GARAGES IN DWELLING Northeast Region MUNCY HOMES, INC BY A P.E.OR RA BASED ON LOCRL 50IL CONDITIONS UNITS.WIRING SHALL BE DONE IN THE FACTORY THE 10 ALL WORK DONE ON SITE SHALL BE APPROVED BY FINAL LOCATION OF DETECTORS SHALL BE DETERMINED APPROVED THE AUTHORITY HAVING JURISDICTION BY THE FIRE MARSHAL 1567 PR ROUTE 442 IL 2012-15 IRC- UNDERSIDE OF FIRST FLOOR-FLOOR 3L SEE DRAWING 3e FOR ADDITIONAL ELECTRICAL NOTES H Raup-3 MUNCY, PR 17756 ASSEMBLY SHALL BE PROTECTED WITH I/2"GYP OR 5/8" 3Z 2009-12 IRC (d MRI-"HABITABLE ATTICS'SHALL RECIEVE 3/26/1$ 830213(20151 FOR EXCEPTIONS 00 STRUCTURAL PANEL-SEE SECTION 85013 20121 33 2012RC-ELECTRIC 0ISMOKE COO COOKING APPLIANCES SHALL COMPLY WITH UL 1026 OR UL858 DPN BY DATE SCALE REV. SHT NO. 33 34 2012 IRC -COMMERCIAL COKKING APPLIANCES SHALL DATABASE NAME MJL 3-22-91 NONE 1-30-2015 3b NOT BE INSTALLED IN DWELLING UNITS 03\3b_5Ld06 FLOOR JOIST SUMMARY FLOOR JOIST SUMMARY ROOF SHEATHING SCHEDULE: • WRLL SHEATHING SCHEDULE: • FLOOR SHEATHING SCHEDULE: . ROOF PANEL SPAN O/C SPACING AND MAXIMUM NOTES RATING REQUIRED ALLOWABLE LIVE LORD L EOURL OR BETTER MATERIAL MAY BE SUBSTITUTED 3/8"PLYWOOD SHERTHING 3/8"PLYWOOD SHEATHING 19/32"T&G PLYWD,STURO-I-FLOOR OR EDURL SHEATHING SPAN 24' 192" 16' 2 MRNUFRCTURER HAS OPTION OF DECREASING THE 5/8" "' THICKNESS RRTING ELEMENT O.0 SPACING UNIT JOIST SII(, SPECIES AND GRADE OF FLOOR JOIST MOTE a2) UNIT JOIST SIZE,SPECIES AND GARDE OF FLOOR JOIST-SEE NOTE sl Q 2 7/16' 7/16' 23x32" 3 END JOINTED LUMBER MAY BE USED INTERCHRNGERBLY n WIDTH SPACING WIDTH SPACING 15/3Z' " " 15/32" e " ° „ 40 PSF LIVE LORD 1/2" " 1/2" 3/4" 7/1S' 11/11 40 PSF 65 PSP 100 PSF WITH SOLID SAWN MEMBERS OF THE SAME SPECIES fin PSF LI 3/8"OB SHEATHING 3/8"OB. SHEATHING 19/32'T&G OB STURD-I-FLOOR OR EOURL 15/32" 32/16 65 PSF 110 PSF 165 PSF AND GRADE IN WRLL CONSTRUCTION 24' 12" 2x6 SPF a2/al OR DUAL 7/16° 7/16" 5/B" " •' 19/32" 40/20 120 PSF 195 PSF 275 PSF SEE SHT 3a,GENERAL NOTES-1,NOTE-15, FOR FIRE 24' 1fi" 2.8 SPF(SOUTH)a1 OR EOUAL 15/32"'' " 15/32" " 23/32" 23/32° 48/24 175 PSF 270 PSF n/e RESISTANT RSSEMSLY REOUIRMENT5(2012 IRC) e 24' 16" 2x8 SPF a2/cl OR EQUAL 24' 16' 2x8 SYP -1 OR EQUAL 1/2" 1/2' " 3/4" 4 RLL SUMMARY TABLES REFLECT THE 2001,2005 AND 24' 24" 2x10 SPF(SOUTH)OR EOURL 24' 16" 2x10 SPF (SOUTH) a2 OR EOURL 24' I6' 2x12 SPF (SOUTH)=2 OR EQUAL 15/32"COMBINATION SHEATHING/SIDING 2012 NOS 26' 1Y' 2x8 SPF n2/s 25' 12" 2x8 SYP al OR EQUAL 1/2"COMBINATION SHEATHING/SIDING SEE GENERAL NOTE a5 S WHEN ATTIC FLOOR I5 DESIGNED FOR STORAGE,USE 1 OR EOURL 26' i6" 2.10 SPF a2/a1 OR EOURL 19/32"COMBINATION SHERTHING/5IDING 26' 1S' 2x8 SYP a2 OR EDURL 26' 16' 2x12 SPF LSOUTH) a2 OR EDURL 5/8"COMBINATION SHERTHING/SIDING THE ROOF SHEATHING SCHEDULE(3/8"NOT APPLICABLE) 5 INTERIOR NON-LORDSFRRING WRLL5 MAY BE 26' 16 2.10 SPF(SOUTH)a2 OR EOURL 28' 1Y' 2.10 SPF(SOUTH) a2 OR EQUALSEE GENERAL NOTE a7 CONSTRUCTED OF WOOD STUDS 26 24" 2.10 SPF-2/a1 OR EQUAL 21 16' 2x10 SYP a2 OR EQUAL WOOD STUDS SHALL BE A MIN.OF 2x3 SPF STUD GRACE 26' 24" 2.12 SPF(SOUTH)c2 OR EOURL 28' 16' 2x12 SPF(SOUTH)tt2 OR EQUAL SPACED NO MORE THRN 24"OC WITH R MAXIMUM 26' 192" a 3x2x9 3/8"TRUSS J015T OR EOURL 31' 12" 2x10 SYP a2 OR EOURL CEILING HEIGHT OF 10'-0' 31' 16" 2.12 STP a2 OR EOURL 28' 12" 2x8 SPF n2/al DR ECURL AS AN OPTION, PRE-ENGINEERED W0005 STUDS MAY 28' 16" 2.10 SPF(SOUTH)a2 OR EOURL • ALL SHEATHING IS AGENCY RATED - RL50 BE UTILIZED THESE ARE MANUFACTURE)IN 28' 24" 2x10 SYP a1 OR EOURL EITHER 2x4 OR 2x6 NOMINAL DIMENSIONS 28 24" 242 5PF(SOUTH) a2 OR EOURL 7. RATED SHEATHING PANELS WITH ROOF SPAN RATING 28' 19.2" a 3x2x9 3/8"TRUSS JOIST OR EOURL L JO STSUSED JOIST SUMMARY IN AN EXTERIOR APPLICATION TO BE PRESSURE BEI FLOOR RSEMENT WALL LORDS AND CENTER GIRDER SUPPORT LORDS AND-SPACING (NOTE a8J 24"OR GREATER INSTALLED WITH LONG DIMENSION ETHER PARALLEL OR PERPENDICULAR 70.57905 31' 16" 2x10 SPF a2/a1 OR EOURL - TREATED LUMBER, - 16" OR 24"OC EEXCEPT 3-PLY PLYWOOD PANELS MUST - 31' 24" 2x12 SYP s2 OR EOURL Z SEE SECT a4 OF APPROVED CRLC MANURE UNIT NUMBER OF TYPE OF UNIT ROOF PITCH GROUND BRSEMENT CENTER GIRDER CENTER GIRDER WHEN APPLIED WITH LONG DIMENSION RCR0.55 STUDS 31' 192" a 3x2.9 3/8"TRUSS JOIST OR EOURL WIDTH STORIES X/12 SNOW LOAD WRLL LORDS SUPPORT LORDS SUPPORT SPACING WHEN STUDS ARE SPACED 24" OC) (Pg)PSF SEE NOTES SEE NOTES SEE NOTES RATED SHEATHING PANELS WITH ROOF SPAN RATING • LETHAN 24" INSTALLED WITH LONG DIMENSION SEE DETAIL a5 OF SHT 8a aL EITHER PARALLEL OR PERPENDICULAR TO STUDS 24' 1 RANCH,ELL,SPLIT,TEE LE55 THAN 9 35-50 798-939 1484 -1724 T-0"-6'-6" 16"D.C. (EXCEPT PLYWOOD PANELS 3/8"THICK OR _ LESS MUST BE APPLIED WITH LONG DIMENSION 30 PSF LIVE LOP) 26 1 RANCH, ELL,SPLIT, TEE LESS THAN 9 35-50 858-1008 1601-1861 917"-8'-I1" ACROSS STUDS) 24' 16" 2.8 SPF (SOUTH) a2 OR ECURL 28 1 RANCH, ELL,SPLIT, TEE LE55 THAN 9 35-50 902-1060 1689-1954 914"-8'-8" 24' 24" 2.8 SPF a2/al OR ECURL 24' 24" 2.10 SPF(SOUTH)a2 OR EQUAL 31' 1 RANCH, ELL,SPLIT,TEE LESS THEN 9 35-50 -12 1952- 8'-9"-8'-1" 886 24' 1 RAISED RANCH LE55 THAN 9 35-50 886-10399 1724 1484 - 1724 7'-0"-6'-6' 26 16" 2.8 SPF a2/n1 OR EOURL 26 1 RAISED RANCH LESS THAN 9 35-50 945-1107 1601-1861 9'-7"- 8'-11" 2S 24" 2x8 SYP al OR EQUAL 26' 24" 2x1D SPF(SOUTH)a2 OR EQUAL 29 1 RAISED RANCH LESS THAN 9 35-50 988-1158 1689-1954 9'-4"- 8-6" 31' 1 RAISED RANCH LESS THAN 9 35-50 1105-1297 1952-2272 8'-9"-8'-1" 28' lfi" 2x8 SPF a2/s1 OR ECURL - 24' 2 2 STORY LESS THAN 9 35-50 1.209-1349 2284 -2524 518"-S-4" 28' 16" 2x10 SPF(SOUTH)a2 OR EQUAL 26 2 2 STORY LESS THAN 9 35-50 1298-1448 2451 -2721 7-9"-T-S' 28' 24" 2.10 SPF a2/a1 OR EOURL 28' 2 2 STORY LESS THAN 9 35-50 1365-1522 2594-2869 7'-7"-7'-2" 31' 11 2x8 SYP c2 OR EOURL 31' 2 2 STORY LE55 THAN 9 -35--50 1551-1731 2992-9312 7-0°-6'-8" - 31' SS' 2x10 SPF(SOUTH) a2 OR EQUAL 24' 1 RANCH W/RTTIC STORAGE 5-7 35-50 1074-1409 1298 -1692 7'-6"-6-9" _ 31' 24" 2.10 SYP s1 OR EOURL 31' 24° 2x12 SPF a2/a1 OR EQUAL - 26 1 RANCH W/ATTIC STORAGE 5-7 35-50 1074-1409 1120 -1314 11'-6" " -10-8 28' 1 RANCH W/ATTIC STORAGE 5-7 35-SO 1074-1409 1218-1442 1I'-0"-10-2" Sr 1 RANCH W/RTTIC STORAGE 5-7 35-50 1143-1483 1345-1589 10'-6"- 9'-8" EXTERIOR SIDE WRLL STUD SUMMARY-APPLICABLE TO MARRIAGE WRLL STUD SUMMARY-APPLICABLE TO 24' 1 RR W/RTTIC STORAGE S-7 35-50 1164-1499 1296-1602 T-6" -6'-9" I UMTS USING 4 TO 7/12 MONO-PITCH TRU55ES UNITS USING 4 TO 7/12 MONO-PITCH TRUSSES 26 1 RR W/RTTIC STORAGE 5-7 35-50 U64-1499 1120-1314 11'-6"-10-8° WIND UNIT NUMBER GROUND SIZE,SPECIES,GRADE STUD CEILING NUMBER UNIT NUMBER GROUND SIZE, SPECIES, GRADE STUD CEILING 28' 1 RR W/RTTIC STORAGE 5-7 35-50 L164-1499 1218-1442 ZONES WIDTH OF SNOW SEE NOTES 7, 8,9, 11OC HEIGHT MRRR WIDTH OF SNOW SEE NOTES 7, 9, ll OC HEIGHT 31' 1 RR W/RTTIC STORAGE 5-7 35-50 1228-1573 1345-1589 10-6°-9'-8" _ MPH STORIES ORD(P SPACING NOTE 6 WALLS STORIES LORD (Pg) SPRCING NOTE 6 24' 2 2 STY W/RTTIC STORAGE 5-7 35-50 1468-1803 2096-2402 S-il"-5'-6' 1CO 24'- 31' 1 -2 50 2.5 SPF STUD - 16" 96" 2 24'-.31' 1 35 2.3 SPF a2/a1 24" 96' 100 24'-31' 1-2 60 2x6 SPF STUD 24" 96" 2 241 50 2x3 SPF a2/a1 24" 96' 26' 2 2 STY W/RTTIC STORAGE 5-7 35-50 1468 - 1803 1980-2174 8'-8"-8'-3" - - - NOTE 1 NOTE 5 2 24'-31' 1 50 2x4 1468 1803 2123 2347 8'-4" 7'-11"SPF STUD 24" S6" 28' 2 2 STY W/RTTIC 5TORRGE 5-7 35-50 tONAG gry 2 24'-31' 1-2 50 2x4 SPF STUD 16.196' 31' 2 2 STY W/RTTIC STORAGE 5-7 35-50 1576-1921 2355-2599 T-11"-7'-7" o4q,Ss T C 28' 2 CONTEMPORARY LE55 THAN 9 '+5-50 1386 -1546 2638-2915 8'-0"-7'-6" 4 ,4P• N A 110 24'- 31' 1 -2 50 2.6 SPF STUD 16" 96" C Q- 110 24' -31' 1 -2 50 2x6 SPF STUD 24" 96" MRRRIRGE WALL STUD SUMMARY-APPLICABLE TO UNITS WITH R 5/12 AND 31' 2 CONTEMPORARY LE55 THAN 9 35-SO 1563 -1743 2992-3312 7'-6"-7'-0" c NOTE 1 NOTE 5 7/12 ROOF PITCH AND THE RTTIC I5 USED FOR STORAGE:APPLICABLE TO 24' 1 CAPE 9 35-50 977 -1264 1030-U76 8'-2"-T-9" m UNITS WITH R 9/12 OR 12/12 ROOF PITCH 26 1 CAPE 9 35-50 977-1264 1158-1372 �1224'-31' 1-2 35 2x6 SPF STUD 16" 96° NUMBER UMT NUMBER GROUND SIZE,SPECIES,GARDE STUD CEILING 28' 1 CAPE 9 35-50 977-1264 1210-1430 MRRR WIDTH OF SNOW SEE NOTES 7, 9,ll OC HEIGHT 31' 1 CAPE 9 35-50 1452-1954 1277 - 1489 10'-9"-10'-0" .076 WRLLS STORIES LORD 0'9SPRCING NOTE 6 24' 2 2 STORY CAPE 9 35-50 1371-1658 1810 -1976 EXTERIOR SIDE WRLL STUD SUMMARY-APPLICABLE TO UNITS WITH R 2 24'-31' 1 50 2.3 SPF n2/a1 24" 96" 26 2 2 STORY CAPE 9 35-50 1371-1658 2018-2232 8'-7"-8'-2" 5/12 ROOF PITCH AND THE ATTIC IS USED FOR STORAGE 2 24' -31' 1-2 50 2x4 SPF STUD 16" 96" 28' 2 2 STORY CAPE 9 35-SO 1371-1.658 2015-2335 8'4"-9-0" , WINO UNIT NUMBER GROUNDSIZE. SPECIES, GRADE STUD CEILING 31' 2 2 STORY CAPE 9 35-50 1890-2392 2287-2499 8'-1"-T-8" ZONES WIDTH OF SNCW SEE NOTES 7,8,9, U CC HEIGHT MARRIAGE WALL STUD SUMMARY -APPLICABLE TO Z4' 1 CAPE t 12 35-SO 1032-1346 1082-1284 7'-ll"-7'-6' MPH STORIES LORD(Pq SPACING NOTE 6 CAPES WITH A SHED DORMER-411/12 SIDE 26 1 CAPE 12 35-50 1032-1348 1204-1440 Il'-1"-10'-2" 100 24'- 31' _ 1-2 50 2x6 SPF STUD 16" 96" NUMBER UNIT NUMBER GROUND SIZE,SPECIES,GRADE STUD CEILING 28 1 CAPE 12 35-50 1032-1345 1252-1492 10'-11" - - 100 24' - 31' 1 -2 50 2x6 SPF STUD 24"- 96" MRRR WIDTH OF SNOW SEE NOTES 7, 9,ll OC HEIGHT 31' 1 CAPE 12 35- 50 1259-1665 1329 -1555 1017"-9'-9" NOTE 1 NOTE 5 WALLS STORIES LORD (Pg SPRCING NOTE 6 24' 2 2 STORY CAPE !2 35-SO 1426-1740 1882 -2064 6'1"-5'-ll" SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL - 110 24'- 31' 1 -2 50 2.6 SPF STUD 16" 96" 2 24'-31' 2 50 2x3 SPF x2/s1 24" 26' 2 2 STORY CAPE 12 35-50 1426-1740 2064-2300 8'-6" 110 24'-31' 1-2 50 24 SPF STUD 24" 96" 28' 2 2 STORY CAPE 12 35-50 1426-1740 2157 -2397 8'-3"- 7'-10" NOTE 1 NOTE 5 31' 2 2 STORY CAPE 12 35-50 1697-2103 2339-2575 1 7'-11"- 7-7" 120 24'-31' 1-2 50 2x6 STUD lfi" 96" 24' 2 CAPE WITH SHED DORMER 12-411 35-50 1187-1430 1495 -1753 6' NOTE 1 MARRIAGE WRLL STUD SUMMARY-APPLICABLE TO 26 2 CAPE WITH SHED DORMER 12-411 35-50 1274-1535 1612-1890 9'-0"-V-6" CAPES WITH R SHED DORMER-12/12 SIDE 26 2 CAPE WITH SHED DORMER 12-411 35-50 1324-1586 1687 -1965 9'-0" 31' 2 CAPE WITH SHED DORMER 12-411 SEE DWG 3c1 SEE DWG 3c_1 SEE OWG 3c_l SEE DWG 3c_1 EXTERIOR SIDE WRLL STUD SUMMARY-APPLICABLE TO UNITS WITH R NUMBER UNIT NUMBER GROUND SIZE,SPECIES, GRADE STUD CEILING 26' 2 SALTBOX 12-5 SEE DWG 3c_1 SEE DWG 3c_1 SEE DWG 3c_1 SEE DWG 3c_1 7/12 ROOF PITCH AND THE RTTIC I5 USED FOR STORAGE:RPPLICRBLE MARR WIDTH OF SNOW SEE NOTES 7,9,ll OC HEIGHT 28' 2 SALTBOX 12-5 SEE DWG 3c_1 SEE DWG 3c_1 SEE DWG 3c1 SEE DWG 3c_1 TO UNITS WITH R 9/12 OR 12/12 ROOF PITCH WALLS STORIES ORD(Pg SPACING NOTE 6 WIND UNIT NUMBER GROUND SIZE,SPECIES,GRADE STUD CEILING 2 24'-31' DNR 50 2.4 SPF STUD 16' 96" ZONES WIDTH OF SNOW SEE NOTES 7,8,9,11 OC HEIGHT 2 24'-31' DNR 50 2x4 SPF STUD 24" 96" MPH STORIES LORD(Pq SPRCING NOTE 6 100 24'-31' 1 -2 50 2x6 SPF STUD 16" 96' FX-(ERTnR STOF RMT MRRRIRGE WALL STUn NOTFS (P 1��f NUMBER IS FOR 35 PSF GROUND SNOW ZONE 0 120 PH 3-SECOND T 100 24'-31' 1 -2 50 2.6 SPF SND 24" 96" RIGHT NUMBER IS FOR SO PSF GROUND SNOW ZONE(Pg) NOTE 1 NOTE 5 L WIND ZONES MPH NUMBER IS 3 SECOND GST Z LORDS ARE GIVEN IN LB/LINEAL FOOT 110 24' - 31' 1 -2 50 2.6 SPF STUD lfi" 96, 2 90 AND 1DO MPH-35G WIND ZONES APPLIES TO ALL AREAS EXCEPT THOSE 3 CENTER GIRDER SUPPORT SPACING IS BASED UPON THE INSTRLLRTION OF A 3" RISC STD STEEL PIPE 110 24'- 31' 1 -2 50 2x6 SPF STUD 24" g6' LISTED IN NOTES NUMBERED 3 AND 4, COLUMN WITH Fy =36 KSI AND UNBRRCEO COLUMN LENGTH=80 FEET,ALLOWABLE CONCENTRIC NOTE 1 NOTE 5 3 110 MPH-35G WIND ZONE RPPI TFS TO THE FOLLOWING AREAS: LORD=34',000 LBS AND R 1/2"x 9"x 12"STEEL PLATE FASTENED TO THE CENTER GIRDERS CONNECTICUT-SEE APPENDIX R,2005 AMENDMENTS TO THE ALTERNATE METHODS OF SUPPORT MAY BE USED PROVIDING THEY ARE CAPABLE OF TRANSFERRING THE STATE BUILDING CODE, DESIGN LORDS FROM THE FLOOR GIRDERS TO THE FOUNDATION. �J OF MODEL MARYLAND-COUNTIES OF SOMERSET,WICOMICO,CAROLINE, DORCHESTER, ALTERNATE METHODS SHALL BE APPROVED BY THE LOCAL BUILDING OFFICIAL y.CME11t(_01= PrLw1olr5 5L'S rem $ TALBOT,AND SAINT MRRY'5 4. ACTUAL FOUNDATION PLANS FOR DIMENSIONAL AND CENTER GIRDER SUPPORT SPACING AVAILABLE UPON REQUEST M(3S1^o2,-o7o MASSACHUSETTS-WIND ZONE NUMBER 3 5 FOR TYPICAL FOUNDATION DETAILS,SEE DRAWING(S) 4. NEW HAMPSHIRE-MUNICIPALITIES OF DERRY,MRNCHESTER AND RAYMOND 6 (BASEMENT WALL LORDS DO NOT REFLECT OPTIONS,SUCH AS DECKS, PORCHES,RAISED ROOF OPTIONS,ETC. pEPARTMENi OF STATE CODES pIVISION 120 24' - 31' 1-2 50 2x6 STUD 16" 96" NEW JERSEY- SEE DCR BULLETIN 03-4 FOR WIND SPEED MRP FOR UNITS WITH THESE OPTIONS,LORDS ARE AVAILABLE UPON REQUEST, WORST CASE 28-WIDE LORDING AIBANy nn•Te2co oot ' NOTE 1 NEW YORK-SEE DRAWING 7e1, NOTE 4. SHOWN FOR 24 THRU 26-WIDE STORAGE TRUSSES S(amprfApproval for a System,Mom(,or Component RHODE ISLAND-WIND ZONE NUMBER Z - 7 SPANS SHOWN REFLECT A (4) MEMBER 2x8 5PFa2 GIRDER FOR 24-WIDE HOUSES, AND R(6) MEMBER 2.10 SPF-2 - M(3 Qr7 'L-ol'F-17o J2-65-/ EXTERIOR SIDE WALL STUD SUMMARY VIRGINIR-CITY OF VIRGINIA BEACH,COUNTIES OF RCCOMACK AND NORTHAMPTON GIRDER FOR 26 THRU 31-WIDE HOUSES FOR OTHER MEMBERS/SPAN OPTIONS SEE APPROVED CALL MANURE ` _ MmiuFaaurcra APPLICABLE TO CAPES WITH R SHED DORMER 4.120 MPH-SSG WIND ZONE APPLIES TO THE FOLLOWING AREAS: 8. SEE SECT n5 OF APPROVED CRLC MANUAL - N. Av NO=Ir sacpaaiaacpmve oreWxaoon N. m(e o(Aparoval pl m mmoorentmue rmaT rivn"cmes a hilNmgstlalaefaMalelaM ammCMmlheh CONNECTICUT-SEE APPENDIX R, 7005 AMENDMENTS TO THE mryinodativerxhc'iry ma WIND UNIT NUMBER GROUND SIZE,SPECIES, GRADE STUD CEILING STATE BUILDING CODE pa,awlnw am reteae ureac.aeamrres�aa'nry tore.wFms,emrs or ZONCS WIDTH OF SNOW SEE NOTES 7, B,9,IS OC HEIGHT MARYLAND- COUNTY OF WORCESTER aHsaan eao me aow aa � •ox�ret�wen aeaxr�+eaee raapxard erne xxaicaaec laixama mrm. MPH STORIES LORD(Pq SPACING NOTE 6 NJERSEY -SEE DCR BULLETIN 03-4 FOR WIND SPEED MRP 100 24'- 31' 2 50 2x6 SPF STUD 16" 96" NEW YORK-SEE DRAWING 7e1, NOTE 5 - 100 24'- 31' 2 50 2.5 5PF STUD 24" 96" RHODE I5LRN'D-WIND ZONE NUMBER 3 BaWaE aasler Gy FamurWF Gumm NOTE 1 NOTE 5 96" 5. STUDS FIRE LIMITED TO THE SECOND FLOOR OF R 2 STORY UNIT. 6. CEILING HEIGHTS SHOWN ARE CALCULATED HEIGHTS MAY BE GREATER IF R 110 24'- 31' 2 50 2x6 SPF STUD 16' 96' 2x LATERAL BRACE IS PROVIDED AND le DOES NOT EXCEED THE CALCULATED 110 24'- 31' 2 50 2x6 SPF STUD 21" 96 LENGTH OF THE STUD NOTE 1 NOTE 5 _ 7- MANUFACTURER HAS OPTION OF DECREASING THE STUD OC SPACING. S- STUD CRLCULRTIONS ARE BASED ON EXPOSURE C. 120 9_ EQUAL OR BETTER MATERIAL MAY BE SUBSTITUTED NOTE 1 24'- 31' 2 50 2x6 STUD 16" 96' 10 NOTE OMMITTED. MRSTER SERIES SL SEE SECT a6 OF APPROVED CRLC MANUAL .RLL MODELS STRUCTURAL SCHEDULES & NOTES MUNCY HOMES, INC. 1567 PR ROUTE 442 MUNCY, PR 17756 DRN BY DATE I SCALE REV SHT NO DRTRBASE NAME DJG 3-1-93 NONE 10-01-2014 3c 03\3c_std ` SEE ACTUAL FLOOR PLAN FOR LENGTH-SEE NOTE.2 FIELD N0TES NOTES L ALL HANDRAILS BY BUILDER. L IF F1 res EXCEEDS MAX COLUMN SPACING ON SPT 3e, 1'MIN NOTE•9 H.:Q;Hr.34•MIN. -38'MAX _ 1•MIN NOTE-S r-------------------------------------------------- NO RE6POSIBILSFT FOR RESULTING PROB_EMS WILL _ _ g 2 SEE NOTE L ENERGY NOTES', 1 1 2. EXTERIOR DIMENSIONS SHM NEON FLOOR PLAN REFLECT ..., NOTE e10.SPIT 3s r----------------------------------------------- 1 p I W000 TO HOOD MEASUREMENT ALLOWING Si[]ATHONG TO 10'MIN 9•MIN for MR lO*MIN EXTEND DOWN OVER THE ELL PLATE 9'MIN for M0. yE i i SEE NOTE.3 f I ��E. p, Ani SIZE OF FOU•ORTION j��+ .FOR LORDDG FROM UIT ON BASEMENT WPo1 AM 1 I MUST BE EN.fRGEO r IN HIDTN R•D LENGTH 7-3/4"MAX I I CENTER GIRDER SUPPORT,SEE SHY•3a I I 3. PILASTERS MAY BE RECLIREBL BUILDER MUST CHECK SOIL 7-3/4•MR). for MO. I I I CONDITIONS AND APPLICABLE CODES. for M0. I 1 : 4. UNDT TO EE TOENAD.ED WITH 15d NAN q IV=.AROUND 8 1/4' B v4" I I END OFF R CLEAR SPAN CEILING CM.UMN SPACING EACH I I PERMETER,1Z=.71112 IRC.8'oG 2015 IRC. - MAX 8' MAX io 1 1 F)FAPL SEE FLOOR PLAN. ADJUSTED TOPUBSI HAVEI S CRRWL SPACE FOUNDATION RECUIRES 18,24•ACCESS STAIRS.SEE RCiIA FLOOR I I Q REOU RED VENTILATION 1 SF FOR EACH 150 SF 2,12 2x12 I I _ PLAN FOR STRIA FL FLOG I µµ�� OF CRAW-SPACE AREA PROVIDED BY CROSS VENTS 1 - - I I 01 �a d RODENT PROOF WITH SCREENING POST POST I 1 W17iJOLNS SE CEMER GIRDER SPACING TFL F-SiT 93e I I ' 6 THIS DEPTH WILL VARY.OEM LOCAL REQUIREMENTS. 3-0'MIN. FIELD WORK SEE NOTE.1 ' I 7. SUPPORT A EXCEPT FOR METHOD TA CENTER GIRDER SUPPORT fN SPACING NOT FOR STATE ATPR GIRDER I I B FINFL DESIGN FOR SITE WORK REaNOtED FOR 3-0'MIN I 1 r--� r--i SIZE OF r--n r---1 I I SEr4 P INSTALLATION OF THE UNIT SHALL BE DOPE 1 o-r S31 RISC STD.TEEL PIPE 1 0 1 WNC.FTG 1 o I I o I I I BY FTI ARCHITECT OR PROFESSIONAL ENGIINEIIi IN THE PLATFORM I I I I COLUMN I 1 CONTDJGENi� I I I I I APPLICABLE SON -`SOIL CONDITIONS AD - ;.y,:.•....;.. •.,..;....,;.�.._ 7 ,:..:.�'::•:.�.;..,__..::':.:.!: I 1 �--� SEE NOTE X11 '---� UPON SOIL �--� - �--� - I BERING 4'1 S. STOOKS AZE THE RESPONSI�ITT OF THE wm rx-e SUGGESTED STAIRS, STRRIGHT `<�i>: SUGGESTED STAIRS, STRRIGHT i i d r& cAPRD1TY 14' 7-3/4•MAX RISE d Sir MIN.TREAD REDUIRED FOR Ma AND SOME AREAS OF NH. SCALE 1/2' 1'-0" SEE NOTE a9 SCALE: 1/2'=1'-0" SEE NOTE *9 I I Ir 1 1 IM SEE SMT 3b FOR ADDITIONAL NOTES. FIELD WORK 11(nA)B yr MIH COLUMN IECUIRED. 1 I 1 12 UM REMM?E5 ON Fu SILL PLATE OR USE OF ® ® I I I 1 FOUNDATION PLANS AND DETAILS I UL aI 12 m OUDiES 0 12'„32 BL DTE OPERABLE WINDOWS 7_3/4•MAX FOUNDATION ANCHOR STRAPS. PHMIN NOTE•B 19.MIN.rMp I I FIRE SUGGESTED MEANS OF SUPPORT. I I IN ALL FOUNDATIONS. `t••• FINAL DRAWINGS M0. 1 1 FOR SITE WORK - 14.OZD REQUIRES TWO HANDRAILS PER RUN OF STAIRS NOTE for I a vt" 7-3/4•Max I I REQUIRED IN CONNECTION WITH 1 I N F NDA ON BOTH SIDES MAX Por M0. NOTE 09 I 1 5ETUP/INSTALLATION OF THE 1 IS FOUNDATION PLANS RPD DETAILS SHOWN FIRE FOR I MASONRY CONSTRUCTION.OTHER MATERIALS MAY BE 8 v4 1 UNIT SHRLL BE DONE BY R P.E. 1 1 USED,CONTINGENT UPON DESIGNING TO THE REDURED "• Nr MIN for MD. 2,12 MAX -3/4"MAX' 1 )OR R.R. BASED ON SOIL CONDITIONS. I LOADS FIND CONSTRUCTED IN RCCORDANCE WITH THE y.MIN 1'MIN Por M0. I I SEE NOTE a15. ------------------------------ I LOCAL BUILDINGRPPLMFOLE GOOFFICAL AND APPROVED eT THE 3-0'MAS 2x12 8 '------------------ 3-0'MIN. MAXRX -I I 1Fa 3'STANDARD WEIGHT STEEL PIPE COLUMN,ASTM 10'MIN for N0. --------------------------------------------------� RSOL Fb- kel(m W,AIDHREI-E CONCENTRIC LORD= ff-(r HEIGHT. CAPACM OF OTHER j MIN COLUMN HEIGHTS SHALL BE IN ACCORDANCE WITH Posy Y P*SUN TYP. FOUNDATION PLAN AIBC,MRNUAL OF STEEL COPISMETION 'n PO STSCALE: 1/4'=1'-0" 202 2x12 POST POST 3-D' POST 3-0'rWl t 2,12 SUGGESTED STAIRS, U-SHAPE SUGGESTED STRIRS, L-SHAPE SUGGESTED STAIRS, WINDERS SCALE: 1/2=1'-0" SEE NOTE 09 SCALE: 1/2"=1'-0" SEE NOTE o9 SCALE: 11Z=11-0" SEE NOTE =9 Al MATERIALS d LABOR RMURED BE10W THREADED ROO/NUTS/WRSNERS OR BOLTS NOTS - BOTTOM OF FLOOR JOIST IS THE SIPPLIBD BY MRPIFRCTLRE]t RESPONSIBILITY OF THE BUILDER. v2'.7 1?(4 GIRDERSI Al MATERIALS d LABOR REODUID BELOW BOTTOM OF FLOOR JOIST IS DETAILS SHOWN ARE SUGGESTED ONLY d I/ZxM 1/2•W GIRDERS) THEONLY RESPONSIBILITYCON OF CTHETI BUILDER. DETAILS SHOWN ARE SUGGESTEDBLCO RCTIJFL CONSTRUCTION SHALL COMPLY INSTALLESUPPLIED BY E9ALOFR ON O.L7 d ACTUAL CONSTRUCTION MUST COMELY WITH ALL fAPRSCAN3F CODES. WITH ALL APPLICABLE CODES• SITE 48'0.C. SEE NOTE K TERMITE SIE JOIST HANGER REOLmam Y Y .-u.. 2x6 SILL PLATE(SEE NOTE.I71 F'AL GRD. SILL SEA..ERSEE NOTE 11 6 16 v2DER W'PLATE FASTENED TO . •n,• GIRDER WITH f4)16d NAILS. '•n ALTERINATE METHODS OF SUPPORT .•a'• V SOLID CAP OR GROUT VOIDS MAY BE USED,PROVIDING THEY •.•I(.• OF TOP 2 COARSES SOLID PRE CAPABLE OF TRANSFERRING 12'x16'ANCHOR BOLT 12'MAX THE DESIGN LORDS FROM THE FLOOR L/ •'1 - - N FROM EACH CORNER AND GIRDERS TO THE FOUNDATION. FIELD WORK ..,�L•• s-0'oc.MAX AND WHICH ARE ALTERNATE METHODS SHALL BE APPROVED EMBEDDED AT LEAST T IN CONCRETE BY THE LOCAL BUILDING OFFICIAL. OR 15 IN MASONRY UNITS. (NY)FOR UMTS LOCATED IN SEISMIC DESIGN CATEGORY'DO,ANCHOR BOLTS SHALL ALSO BE LOCATED AT IIQTFRIOR BRACED WALL LINES WHEN REDUDRBD TO 18=SUPPORTED ON R CONTINUOUS FOUNDATION. • SIZES,SPACING,ETC.SHALL BE SAME AS F ON SILL RATE SUPPORTING EXTERIOR WAIS. s$ W� �q :o PLATE WRSFfR'"A MINIMUM of 0229Sc3'x3' O•' �e�Otl���O-Y � ���� �� SHALL BE PROVIDED BETWEEN THE PLATE AND THE GRDm � 9E NOTE•5 i'• rr THE MA•MUM ANCHOR BOLT SPACING SHALL •••I I.. t .,i' BE 4 FEET OL.MAX FOR TWO STORY STRUCTURES FIN. 'I t, THE INSULATION IS NOT SEE SEISMIC DESIGN FIELD NOTES,SPT 36. •�I. VAPOR ••' SHOWN FOR DRAWING - • 8°MM BLOCK OR POCKED MALL a CLARITY.SEE SKY D :r SIZE CONTINGENT UPON SOIL BEARING CAPACITY FOR INSULATION REO OREME7(1S PFS 52 '•�• NOTE B"BLOCK HA15 WITH T OF BRCI�L o •�• ,yam'• S. ^ny,. I'.'• MEOW ••�•• �.t�.r <1{ • FS Corporation AGAINST ARE NOT ALLOWED PER RUNTS ' TABLE R4D4J=REGARDLESS OF SDIL TYPE W UNLESS R SPECIFIC DESIGN 15 PROVIDED PER DDSs Northeast Region •• FOOTNOTE'E'OF THE TABLE •° 4'GRAVEL BASE d � APPROVED En ff FIELD WORK .•sp<t' ° :° H Ramp — 3 THE INSULATION IS NOT SHOWN :•: :•: 3/26/15 FOR DRRWJM CLARITY SEE SPT Se FOR INSULATION REOUIREME?NTS. 4"DDA.PERFORATED DRAIN CRRWL SPACE DETAILS CONC. ••• WATERPROOF E)(PRN5ICN.DINT COVE CONCRETE SLAB SCALE 1"=r-D" MASTER SERIES :., 4, e ; °;;: ;:;;• :-••:; '.'`F. •►•' -:' RANCH, CAPE, TWO STORY d CONTEMP. ' -. ,i;��•;�s ;; t x 4,y���`.+,.� f= FOUNDATION PLAN DETAILS & NOTES 4'GRAVEL BASE MUNCY HOMES, INC. -�• ••• 1 1567 PR ROUTE 442 VAPOR BARRIER 4'DIA.PERFORATED DRM MUNCY, PR 17756 DRN BY I DATE SCALE REV. SHT. NO. �TDetNAnE MJL 3-22-91 SHOWN 1-30-2015 4n NOTES SEE ELECTRICAL NOTES, CKT•16 CKT•2 SHT 3.FOR FFCI CRITERIN L ELECTRICAL LAYOUT 15 REPRESENTATIVE ONLY. meSEE ELECT.NOTE•2.SHY 3m NOTE•8 2 FEAT E LAYOUT AND UNIT SIZES M REPRESENTRTAE _ ------------------------- --+ Ot�Y. ------ ------ - -- -' S. SEE SHT 3e FOR ELECTRIC CMCMT SQCXLE------- 'i as 1 18 AND GENERAL NOTES.D&LATION SCh®IIES APD 19 1 I 1 3 2 DOOR A M WINDOW U VALl M `————, "R11 „ • CKi•IOy! L--NOTE Qr 8 4. SEE SHT 3b FOR ELECIIRICRL FIE M ONES,ELECTRICAL SYMBOLS•�ELECTRICAL 'I 2 1 3 c r S, R BOX « ';i-�.I;i CKT•31(9CT.12 ;; s TT OSS CFLZU MONS ARE RVRD.%LE UPON I i 3 3 96 CKT•e S. SEE'1;L.EcnlcAti..FIELD NOTES.NOTE.s.sHr 3b. ' I L L-, I I I 2 '�---__-- -- _ - 1 Z SEE'ELECTRICAL FIELD NOTES.-NOTE•L sHT 3b. IL MAW PANEL LOCATION FOR UTILITY ROOM UPTICK 19 3 L -m ,g 4 CKT•5 I I L '" 3 i' r 9—1 i i' 9. 0 15 SPECIFIED.FE3iTFR IF CRAWL SPACE ' 3 I 3 r ' tu `+ f I' ' 2008-2N5 IRC-a1 MW 24•WIDE x 30'DEEP ACCESS 3 L— i t i i MUST BE PROVIDED TO WATER HERTERS ISTFLLED i L — (�.J ,i 1 J, , IN CLOSETS OR ALCOVES,61 30•x 30'CLEAR ,i CKT•19 1 �/ IE „ I r I I; FLOOR SPACE TO EE PROVIDED AT WATER FERTER I I J S SEE NOTE•6 1 3 SEE NOTE h 2 8 ,, , I , CONTROLS WHEN WH IS WSTHIEO W R ROOK SEE NOTE•6' J -------` -` r -. 111. 2012-2015 DRC-SEE BHT 3a.FOR ENERGY NOTE•21 I; fC •6 9 6 me 3 2D ------- 79 2U ; II I 6 i I 3 CKis7 3 I 3 3 3 I J 3 8 CKT•20J❑SEE NOTE 06 - I 3 r—————J I CKT83 = i CRAWL SPACE OPTION „ " 1120 I I; I B BOX I I, I is 1 ' ris -�r 7 �I II II 7 T 1 6 II I' �I �� 11 TYPICAL ELECTRICRL LAYOUT L 6 SEE ELECT.NOTE•L sir 3m ------- _ ------------------------ ---------------- I; i ------ 2250 WRTTS I i 2000 WRTTS I 1♦-5 i so WATTS IIII I „R„ BOX --,I,"W L---5-00WTS L Hd Hsi J —, F-3 ` `H-6 SEE NOTE•6 SENOTE.6 NOTE 96 SEE NOTE•6 E 20M WATTS I ET — 1 1 ,B„ BOX I '' i I I 1 1250 WATTS _J 2000 WATTSJ L 2000 WATTS I.------"-------"------ ---"- ------- ----------.-----s-------' TYPICAL ELECTRIC HEAT LAYOUT PFS Corporation DROPS TO BOILER+W EASEMENT Northeast Region ---------r-----:------ -+ I•---- ------------------------:. APPROVE® i; r 3420 ErrLrA — 3990 ERIN -} I r----� — 3990 BTLai , 3/4•(Q �', i t i 0 1 I H Raup - 3 - I• I Ir�"m 3/26/15 ' I II II it I I I,R" BOX i I 33RUi i i 1140 arui 90 ET ' ------ --`, r-----'I 1 I ------------' 12® PSI 3-SECOND GUST 1 570D Ernli �3/4•0 3/4•H "B" BOX 3'4'm �I MRSTER SERIES I l RANCH MODELS t ELECTRICRL & HERT LRYOUT 1 I I L-L— ,—JC—.+;--t� 3990 BTUsEzes0 aTtJi — Z s�Do ETTIJi L 3990 BTw L— MUNCY HOMES, INC. " -- ---'' `----___---------1=====___ ----------:-----:-------' 1567 PR ROUTE 442 MUNCY, PR 17756 TYPICAL HYDRONIC HEAT LAYOUT DRN BY DRTE I SCRLE I REV. SHT. NO. oATAeASE NAME MJL 3-22-91 U4'=1'-0" 1-30-2015 5n 05\Sa NOTES L =IENS MAY BE ROTATED 90 OR ISO DEGREE'S. 2 KITCHENS MAY BE REVERSED IN EITHER DDMCTMN. 3 CFeDETS MAY BE OMrnM TO ALLOW FOR BUD N -T IN PART OR ON IIS ENTIRETY. APPH.IAACES 4. APPLIANCES MAY ISE BY MfYAI=ACT1aiER OR SULZER w•1 w.l wa ala elul au) aul urt aa1 ai.t ewt 5 HOODS SHALL EE VENTED 7O Tl£EXTERId2 i i I II 0�FLM STTI'°aa� �❑ - ----- - - ----- - IDRQ501-RCE OF NATURAL ZIMI FTI ID S NDT i 1 1 _ ak[�4 6 AM VE OVER SINK MRI OMITTID PROVIL)rDr LIGHT E MET. dMt �a RFEHDOD O� L-2_ �a [F! �JS 31C, I 7. BARS OR EXTENDED COUNTERS MAYREOUIRMENTS BEBE ADDED 7D 6 TYPXRL CI 1 tiAN1GE HI000 1 1 I J IM C I I ALL KrrCHEN&CIEflRfIJCES SHALL BE PROVIDED PER APPLICABLE BUILDING CODE. A D t37NGE HOOD E i �_�- F i i RANGE HOOD L Rm� - a CFBaETS MRY BE INSTALLED UNDER BAR OR EXTENDED dal OPT.ISLAND TYPICAL 1 1 1 1 I TYPICAL � COUNTER.OR SUPPORT MAY BE PROVIDED BY WOOD OR I 1 I 1 Isff. METAL LEGS ---- �l i i H I i.---I K O _--- ektK S. CREDE S AVAIlJMLE UNDER OR ABOVE BAS OR EXTENDED cW2 'f. dha ell,¢ aa2 Ir i I 1 dsa —.-I t z --.j t z 4 10. CADETS ANO/OR FDCTuRE5 MAY BE fDDE05OR I L Yi'I J Me YF'1 wl `! Ir.t OMITTED PROVIDED APPLICABLE CDlkS AMD CLERIZNCES ene¢ ew1 I ARE CCMPLIE13 WITH ON SITE BY OPG STEP DOWN OR U BIR IFR I IFIL PARTIAL OR ENTIRE KITCHENS FMD/OR BATHS MAY BE PLAN 1 PLf�! 2 PLAN 3 PLAN 4 PLANS I,'; BtmM PPEER ALLOW FOR INSTALLATION 12 BATS MAY EE REVERSED IN PART OR IN THEIR ENTIRE". 13. BATHS MAY BE ROTATED 90 OR 190 DEGREES 1 ,^ 14. BATiH,GAYIDEN AND WHIRLPOOL TUBS MAY BE DnERI� 1 i1 VANIT FS MAY. 15. ALL EES MAY BE SINGLE!R DaB1F BOWL n 1 r. • 1 � ,^. kl.416. C�OMEDAp�TION T�LHRRT�VENTED°�TTo EXTERIOR. °EARL�N'� i.�Jl� • ; �JV�a I I • 1 FILL BATHS SMALL HAVE A MEOrCDIE CFEDIET 1 I r 1 \ 18. SEE SATS 5 FOR TVP.ELECTRICAL LAYOUTS.. I 1 I 17. I9. wHIHS a-TUBS AVAILABLE BERT LAMP INTRON! - - - -- - - - - - - - - 20. LRYOU 0L TUBS LL E WIRED I aA SOME BATH y "� - I `i ® NEC AND MfNJFACTIRER"WRCOME DARCI]NIM CE WITH • 1 // ekt°4 22 SEE GENERAL NOTES L NOTE•13,SHT Ma 21. ---------+ 23 2009-2015 IRC(62447.9-GAS HOUFSaU COOKING E F G i i SPPLIRNCES SHALL HAVE R MIN.3T CLEFF M 4CE TO 1 I COMBUSTIDIE MATERIALS ABOVE •• _ 1 I 1 1 1 1 1 - 1 I I ull Li I H I J K L FlQ ❑ Q ® D ® L FF AIR GAP ® ® ® ® ® WKRPOIM 2 GAP GETRD_ FOR AN OVER THE R TYP R TRI R PRN D H TYPICAL FRCTORY GROUNDING METHODS FOR METAL BOXES TUB SPOUT DDT Tues. NOTES GROUND WFiII2P00L5 6 GARDEN 11JB51 FOR EXTERIOR RECEPTACLES, FDaURE WIRE FIXTURE WIRE SEE ELECIRICFY.NOTE•L - 9iT Se.FOR AFCI CRITERIA. VANITY GROUPS FEE n.LUJSTRATIVE ONLY,ACTUAL MEDICINE CABPET DESIGN MAY VARY. SEE ELECTRICAL NOTES, 9iT 34 zm AMP MAIN NOTE TYP. OPT. FIREPLACE 1.13-MIR PER f"DUAOR OCTRGONAL MAID BE DDE5 MOF FIREPLACENED O SCALE L4"=1'-0" r Mai �jzLe �0s-zms 1Rc RE'ROUND METAL BOX FOUNDATION SUPPORT IS REQUIRED. MNL -3" CHECK WITH 5UPPOR REQUIREMENTS. FOR MM MPF, �y MIN Mali 1 }� `JV1-L APPLIANCE alp SHVLL FPPLa7DE FOUNDATION SIPPORi REOUa2EF1EIQT5. T'ALL I I 1 F I GEN51L 0-LIA1D*R7ON 3 HMTaiS) WIRE11 GENERA.I LUIaFRW 5 ° WhIT3P00L TUB(OPT] NUT i EXTERIOR WALL VR1 CEI O a GEN7t_iL O.LUMV4RTIDN 7 6 GENERAL nLU4aATIDN pTTP '�o QQQ MWL 1I CPT.PRE-MA;LFACTuRED FIREPLACE INSTALIID O RAGE 9 B GENERAL 1LLU INATION GROUND GRMND INpCCORDAMICF W1TH NUAdFFlCTLRERS INSTAAIATIDN INSTRUCTIONS.SEE FIELD 1'3 MMSCRtIl SCF$"W NOTE h OF DWGS 2.SEE GENERAL NOTES_2, f E 2-V MIIL CLEp3NCE I I FRONT 10 WATER HEATER N *2,°3 AND GEAER L FIELD NOTE•6 OF DWG 3b. 2-W SHER(OPT.) 11 �` INV)SEE ENERGY NOTE°12 FMD 13 OF DWG 3&COOKTOP 13 12 DRYER(OPLL 3-WIliE FEID 2-WOM FEED B"IFCCORDANCE MANUFACTU RER HERS OFTIDN UHF PROV=M CH ASE � ,> AM R.0.FOR ON SITE INS'TFLLATION OF FUER ACE `J SHOWER 1024 9.L MYN. BY Am DER EQUIPMENT SHRLL BE IIJSTTLLED M •6 GROUND TYPI.R 3-WIR ,RO NDIN n 1N TION TYPI i -WIR RO NDIN. n IN TTON 11 DSTRr-TIOW1 IN MFN,PFCTIJII'E OD INSTALLATION fiFR3ER COPT] 15 L4 SIPPLTID 11 INST FACT RE FMD GOPTION ' PROM MICROWAVE LTJ 17AND MANUFACTURER FIRS OPTION OF PROVIDING CFfi'aE WALL B7�EED ii TO ACCOMMODATE MORE THAN ONE FLUE SPAN_ IS G RSA E PFS Corporation TYP. FIXTURE CLEARANCES SITYiE SPARE WOK 10-2 FD(TU RE WIRE � 51iiE BARE GROLID RED -- Northeast Region SPARE SPARE WIRE BLACK SPARE Nur APPROVED ELECTRIC HAAT FFI 2 B.ET:'ifaC FEAT SWrrCH IS GROUNDED TO �p __ BOX USING H Sia u p - 3 MOUNTING Fl=TRIC FEAT H-3 ELECTRIC FART SDE SCREWS 3 ' \\\. 4-Z%M THNN OR TWNN TO BOX 1 3/26/15 GROUND —BLACK 1 SCREW RED r OF ZOO AYP ERRE 10-2 WIRE FEEL FIELD NOTES FIELD NOTES nAtH T'T� 1m AMP1�17 •15 GROUND SDKXE NA@R .117 6 120MPH 3-SECOND GUSH SERVICE ENTRANCE CFS.E f32EI7O7; FD E SPiil9 Z0 METAL BOX TO BE USED I `\\ ;I 1 TO MAW 3 IS TO!£ FOR WATER HEATER i I I \ , Z/0 COPPER OR 4/0 M"MA ElLACK OR COMMON WIRE S FLIT UNDER DISCONNECT SWITCH SUPPLIED 6 D67FLLED BY OTHERS SCREW TAS(N BREAK!R. WHITE OR NEUTRAL WIRE IS PVT UNDER 100 PPP Ail U111RES ARE TIGHTENED UNDER SCREW IN NEUTRAL BAR. �,�ON� �IN GROUND B UNDER ��IS UTIL,F„FOR MASTER SERIES I ; 1 ¢WDM DalaE POLE BZEFXQ2- •B�� EXCESS clRcurrs APD aJ5TAYIED ' � \\ ONLY WHEN MFM IS FULL \ i, \ ALL MODELS THE FM S BOX TH BUNDLE!USING R SAME F N S]N"LE POLE W17M THE SIPPl.IE7D i BaMZA BAR TO THE OX UNDER ION OF A SALON) TAB WIAiE AND \\ � \ NIIJTRFL BFR INTO THE BOX CALSM' �DOUBLE�E SCREW BF.MR1 ? N INSTFLLQBY 0 FIELD \ DETAILS THE DITET�R METAL WF17ER PIPING WORK MISCELLANEOUS SYSTEM SHAL 3E BONDED TO THE �rvuT:R»�nENT ENL05URF MUNCY HOMES. INC. THE GRM340D CONDUCTOR AT THE SERVICE,THE GRCl*0NG ELECTRODE 1567 PR ROUTE 442 CONDUCTOR';HE�OR„� TIP. SUB-FFFD DETAIL CLOSET CONFIGURATIONS MUNCY, PR 17756 OROLROM ELECTRODES USED. DE POINTS OF ATTACHMENT OF THE 1��THE MAIN PANEL BOX IS A SOLRE D-0014OM200 OR EQUAL SCALE? 1/4"=1'-0" BONDING,Aygppz SHELL BE ACCE5519-E DRN BY DATE SCALE REV. SAT. N0. TKSISO R awl DONE ON SITE WITH 2-THE SUB PANEL BOX IS R SCIUFE D-001MMMO OR EQUALBY Fl M DATABASE NAME GOVERNING ODES 06\6e MJL 3-22-91 NONE 1-30 20t5 Be VACUUM RELIEF VALVE REQUIRED ON THE 5LPPL.T-5IDE NOTES 3'VTR OF WRTER HEATERS FOR MR AND ME AR ZXr,2015 IRC L FOR 'P MFMLE NOTES,SEE SHY Sh d NY-VACUUM RELIEF VALVE REQUIRED ON THE SUPPLY- 2 R PIPING FOR RELIEF VALVE.FIELD ISTR11E0 ARD e SIDE OF'BOTTOM-FED'WATER HEATERS. INSPECTED TAR OR CAULK AROUNDCRAWL SPACE-TO EXTEND ABOVE FIRAND ST FLOOR A Ft72WITH S'MIN.AIR GAP. IMEDER OF VENT TIP VALVE BASEMENT- EXTEND EFLOW FIRST FLOOR RDD ONE P1E(E METAL 9-lUT-OFF CPVC OR COPPER TdP DISCHARGE PIPE(SAME DIRM. DIRECTED SAFELY TO EXTERIOR WITH DIRECTION SLEEVE OR SELF- AS VALVE OUTLET)DMED TO PAN(2009 IRC= 00)ANWF•F37 d 6'MINI RIR GAP.OR DIRECTED SAPF17 CFLLKD4G RUBBER 2015 IRC-1'PIX OK FOAL 3/4'TIP OUTLET. TO BASEMENT DRAW WITH 6'MIN RLR CTP. BOOT B AN ADEQUATELY RATED TEMP AND PRESSURE RELIEF 12'MW.TIP. FLASHING EXPOSED TUB OR SHOWER DRAW C.LOCATION OF WATER HEATER. DRYWALL COMPOUND T6P DISCHARGE PIPE MUST DRAW INTO AN IDDD2ECT VALVE I5 TO BE (MASS)34 ABOVE ON DOWN SIDE USED AT ATLL�� WR5TE RECEPTOR NOT INTO THE PAN)FOR MR d NJ. CRAWL SPACE-WATER HEATER W UNIT.OFT. lEP TO OR RR UNIT&SEE FLOOR PLRL lY2(FILL 4 SIIESI 3/4' WASTE RECEPTOR(RAIN PIPE MAT BE PVC. IN ]r BELOW ROOF. FIELD ID A DECKING BASEMENT OR RAISED TRANCH WRIER HEATER IN BSMT. ORD ALL VENTS SHALL FIELD INSTALLED I 1S DIAM(n*J FOR MA.r DIR1 4dn)FOR NJ. TTP.FLOOR DECKING OTHERS OTHER STATES MAY ALSO DRAW TEE TIP DISCHARGE EXTEND 3'W DIF. r fill GAP TTP.IXCEPR WR OUTSIDE THE DRRI4 PAN FS DESCRIBED FOR MR 6 N1L 3 SEE SFONN fie FOR TYPICAL FIXTURE CIFA@7NCE5. 12'ABOVE AND 24' -£AIR GAF FOR W. 4' R�I,7 F�,p OF PLUMBING ISN OWRCCORSOIRJCEWITi BELOW EDS' -�IRC-S'MAX,2x PIPE DORM.MIN M R M0251r.249 GALVANIZED STEEL PFN. GOVEItN@lG BLEU 3'VENT EXTENDS TYP.FLOOR.JOIST IMPACT PLASTIC PRN O.OW MIN THICKNESS AS AN ELECTRIC WATER HEATERS ALLOWED IN A HIGH- S. REOUE�ST RCOMPL; IONSCHIN IIRTICS OW PART 9i8 F FR 24'ABOVE ROOF(minl OPTION PAN 15'DEEP MW(r MIK FOR MRI. a M'7MIJIL FIXTURE SHUT-OFF VALVES ARE OPT. , AND EXTENDS 12.BELOW 3 to r OR 1-1/2'REDUCER 1/2°MM DRTWFLL FIELD FM FLOOR ALUM.PAN AT MOMS`THIO S ARI-OWED FOR 2015 DRC- ROOF RG COOS F.EOUDREa _ TTFM:L FOR 2015 IRC, INSTALLED FRAMING S SECUREDAFTE L'MIN CA'VC EX`r.HOSE BIBBS ARE- REDUCER TO OCCUR 3r INSIDE7a. FROST-FREE VEMS TO RE FACTORY MRCS THE THERMAL ENVELOPE DECKING C 1'PVC ELL �PRFA,M ABOVE CH3LING. 9. WE(V G �%b&=WHEN DONE IN RXORORNCE VENT THRU ROOF OETATI_ EIR STOP AT TUB AND SHOWER- FIAT D _ H i INDIRECTL.T TO R HAZARD FREE IN 2 p� FACTORY INSTALLATION DRAIN LINES U'STRIRS ARE NOT CONNECTED TO VENT LOCATION TO BE fR'PROVED B7 NIL I7N}�2 STORY UNITS.PLUMBING SYSTEMS SEPARR TO HOME LOCfR_BUILDING OFFICIAL LINES DOWNSTRUM VENT LINES FOR DOWNSTAIRS FIRE SEE ALSO Rl1M!$4C NOTE 035,SN(T 3b SUPPLY FOUNDATIONENTPRO(FIELD) FACTORYQINSTALLED R lPSTfiII25. TORAW�FORLF5TPMMSRODENT PROOFQ4T2rfrF(F'1E101 3L3/4'(FIELD) 3/4"INLET(FID.DI S IL FOR STATES SUBJECT TO FR05T CLOSURE. MAW SHUT_ VENTS TO BE CONNECTED TO 3'VENT STACK OR OFF�D) EXPANDED TO 3'VTR AT LEAST Lr BELOW ROOF._ CONNECTION TO SINK FIXTURE CONNECTION TO WC WATER HEATER SUPPLY - PR, NY. IRC UM1QTS I TRAP SEALIZ ACCESSIBLE TRAPS a OR HAVE OF�rDUT REMOVABLE WITH SAME 51-UT-OFFS AND - FR.TORY d FIE]O INSTALLATION OA?CT T)OR�JOINTS. SI-IR_L NDT FifiVE WASHER HOOK-{PS FOR WATER HEATERS FACTORY INSTRI I FO 13. WHEN VI.1TL IS INSTALLED ON FLOORS W BATHS DR UTILITY AREAS.VINYL CAl1LKING 15 APPI AROUND OPT.SH UT-OFF5 1/2' OPT.SHUT-OFF WATER CLOSET, AND EITHER FOOT HIGH FIBERGLASS 1-FUEL-FIRED 4AFl1FR HEATERS SFFLL NOT BE IN75TRLLED SHOWER d BTR((WITH EITHER SHOWER) FOOT IG fi FOOT IN R SLEEPING ROOM.BATHROOM OR R CLOSET ACCESSED HIGH MOISTURE RESISTANT GYPSUM WALL PROVIDED IN THROUGH R SLEEPING ROOM OR BATHROOM. FACTORY FOR SITE APPLIED TILE OR 6 FOOT HIGH 2-INSTALLATION SHALL BE PROTECTED FROM FREEZING. M015RRE RESISTANT GYPSUM WALL PROVIDED IN PRESSURE TEMPERATURE RELIEF VALVE SHRLL PIPE TO R VISIBLE AIR GRP AT FLOOR IN THE SAME SPACE AS WATER HEATER FACTORY. VINYL F 4 MIL IS APPLIED RIS LA L2' 3-WHEN WH IS ON FIRST OR SECOND FLOOR R PAN SFFLL BE PROVIDED UNDER CARPE7.WATER BATHS,R PIECE OF 4 MIL MIN PLASTIC IS LAUD �. d ITS DRAIN SHALL PIPE BELOW FIRST FLOOR(DRAIN PROVIDED IN THEN CARPET IS IdSTF OSET IS CAULKED W/VWTL M OPT.SHUT-OFF5 FIN.FLOOR PLT FOR SECOND FLOOR UNITS).DRAIN SHALL PIPE d DISCHARGE 14 DRAIN SIZE FOR 3 WATER CLOSETS SFFLL I£4'MM FTN FLOOR AN I INDIRECTLY TO R HFaM FREE POINT. 15. ORC,NY)POTABLE WATER SUPPLY OUTLETS SHALL HAVE FAL FLOOR THE PAT)SMALL NOT BE LESS THAN 1 Lr DEEP THE OUTLET ETD 5PRCED R DISTANCE ABOVE THE H C AND SPALL BE OF SUFFICIENT 537E AMSHAPE TO FLOOD-LEVEL RIM OF THE FIXTURE OR RECEPTACLE.TO RECEIVE ALL DRIPPING OR CONDENSATE FROM THE WATER HEATER. PROVIDE AN AIR GRP COMPLYING WITH P290231 FIN FLOOR H , 4-TA NKLESS WH DOES NOT REAM E A PRN(2012-15 IRC) C H I C C 16. IN TWO-FRMILYIDOYR MULTIPLE Y CRAWL EDFIELD UPPLIED), DW LLINM KIT.HEN sTNK RND uRvnmgy suppLy TUB/SHOWER SUPPLY WASHER SUPPL Y WRT R CLOSET SUPPLY WATER SUPPLY PIPING SHALL BE EQUIPPED WITH ONE FR.TORY TN TR ATTON FACTORY INSTRI I ATTON FACTORY INSTALL RTION FACTORY INSTRI I RTTON VALVE TO SHUT OFF EN WATER SUPPLY IN PIPING WITHOUT AND INTERFERENCE TH EACH DWELLING INCA WITHOUT INTFRFEREIJCE WITH THE WATER-SIPRY TO OTHER DWELLING UNITS,OR OTHER PORTIONS OF THE FUtLOING.SUCH DWELLING LMT CONTROL VALVES SMALL 3,VTR IE LOCATED WITHIN THE DWELLING UNIT 50 CONTROLLED. 17. DRC),NY)AIR ADMITTANCE VALVES SHALL COMPLY WITH SECTION P3114. is. ARC,NY)VENTS FOR FUTURE FIXTURES SHALL COMPLY I 1 1/r WITH SECTION P31D4.6. i 3'VTR 3'VTR i 1 1/r 18'MIN 4r MAX. I r STANDPIPE ' 30'MM-MASS. -- i 18'10 30'MAINE 1 Lr f 1 I SAN.TEE FIN.FLOOR^ i TRIP LEVER FW.FLOOR ' ER i , SAN.TIE 6'TO 18' ( OPT.DLL.BOWL FOR MALE 2' SFr1 TEF SAN.TEE I _ A i i 1 1/r P-TRAP 2�P_TRFP FM FLOOR II i I ;lC._1 Lr FIN FLOOR 2'-�'� T`'r 1 Lr 1 Lr P-TRAP ' r P-TRAP /+ SHOWER DRAIN 6 VENT BRTHTuR ORATN d VFNT I AVATORY DRAIN d VENT WRSHER DRRTN R VENT PFS Corporation FRCTORY INSTALLATION FACTORY INSTRI IFO FACTORY TNSTRLLFO FACTORY INSTRI IFI Northeast Region APPROVED H Raup - 3 3°VTR 3•vrR FUTURE VENT MAY BE i 3'VTR 3/26/15 D15KWFS-ER(OPTJ DRAIN LOOPED VENT d DRAW LINES I i DELETED WHEN CLOTHES I UNDER CT.OR THRU AIR GAR' FROM 2nd FLR.ON SITE I i WASHER IS ON FIRST OR: PER MANF.INSTRUCTIONS BY BUILDER AND ARE NOT i 3'VTR FROM SECOND FLOOR. TO fE TIED INTO VENTING ,f 1st FLR.FIXTURES 4�I� FROM let FLR.FIXTURES i i 1 1/2" i Z. r MIX SMC a2RI45 i i,�0.t3"DRAIN FOR i 3 FOR MADE Ov®�T/II U"W ®IBJ LSM pp �p�a DISPOSAL I VENT 2nd FIR PLUMBING �uV® �1��� (OPTJ ' DISI'OgL I I i I SEE NOTE-18 (OPTJ I I I I 45ILLS I I I 4-45�FLL5 � I I SAN.TEE cONY.WASTE ) CWT.WASTE sAN T� .Y.INCH FITTING 2' T T 4'13'W.C. TT 45c3'W.C. 7 MASTER SERIES FLANGEI •1 1/r P-TARP 112•CT r P-71RfP PIN.FLOOR , , FLFlt4GE FW.FLOOR , ALL MODELS FINN FLOOR ' FIK FLOOR PLUMBING •r u/DISHWASHER OR AS CODE REQUIRES '�tm A-OM FDJ.FLOOR CAPPED d'r MUNCY HOMES. INC. 1567 PA ROUTE 442 KITCHFN SINK TRAIN d VENT OPTIONRI ❑ISHWASHER RT;FR SCHFMATIC MAIN VENT STACK d W.G. SFCONORRY VENT STRCK d W.C. Fl)T(IRF VENT TNSTRLLFD FOR MA RND NH FACTORY INSTRI RTTON FACTORY INSTALL RTTON CAPFUNITS ERCTORY INSTRI I RTION FACTORY INSTRU 9TTON AND AS CODE REQUIRES, OR AT RIM nERS REQUEST MUNCY, PA 17756 SEE SHEET 3b,GENERAL PLUMBIC FR TORY TNSTRLI RTMN EACH VER72C(L UNOT SHALL HAVE ONE (FACTORY INSTA I ATI IN FOR BA9 MFNT MODELS) DRN BY NOTES T Fax KTI MAW 3 INCH MINIMUM STACK DATE SCALE REV. SAT. N0. MY °RTS NAME MJL 3-22-91 NONE 1-30-2015 6b O6\6b NOTES t L NATIRFL RTTID VEMILRTIUI DESIGN F1EFI5 OR IXTtIDS RI1 fpPL-LCR9l-E COOEa. T�( 2 WI'%�S�Esau mll"� ATEl15 a " 3 FOR FTSTFNQ4G5 NOT�EL)'FI�LY in01ffi ON TMS 9£ET SFE FRSTENINfi FOR CONNECTION DETRILS.SEE 4. HIGH WAD AREAS FIRM WINDEFD RS FOLLOWS DETRILS.1 AM.2.SHT 71 6RSID or NO &20 WAD SPEEDS Neale RNO SETUP MFbLRL 2000.2003 d 20(2 IRC F>m- O 110 MPH 95G. 2[06 62009 IRC fR(715 aor=][IO MPH 35G ULTIMATE WAD SPEEDS Ndte FOR MGH WAD C0TE.4I 2MS IRC RREfS Mr=140 MPH 3SG. SEE DETFM-5.1 a 1C SHT 7e1 FOR FASTENING CONT.RIDGE VENT OE FM.S. FOR ON-SITE FASTENING, SEE TYP. CONSTRUCTION DETAILS. - SEE CONNECTIIIN DETAIL.IL SFR 71 SEE CUNECTION DETAIL 6.Slit 7L SHT 71, or HIGH WIND (NOTE e4) --- - FOR MGH WAD OCTE s47 FOR FQdi WAD OJOTE.4) DETAILS SHTS 7e1 d 7e1. -- ---------- -- SEF DETRD-.ID.5HT 7" SEE DFTRTL.8.S rr 7e1 SEE ALSO SETUP MANUAL FOR FRSTENNG DETA>ta FOR FRSTENWG DETRbs �SHT 3c PRE-MANUFACTURED WOOD TRUSS 03Y OTHERS)AT 16'.192'OR 24'O.C. 12KMED SEE TRUSS MRNUFL KNEE EFL LS FD2 TRUSS DESIGN DRAWDIGS 4,5,7 D0JUFr ION WWI F TO WARM SIDE - _ SEF BHT 3. i -- --- FOR OVERHANG DETAILS.SFF -- 1 i o o• -- D ran S-4 a.5.SER 7L FOR K1311 WAD P10TE.47 - L2'OR SM GYP.EM SEF DET.4 a 5.SHT 7e1 CUR.1/2'OR 5/8.1 1/2' CATH TRU55(OFT.) FOR FRSTUZNG DETF LS CONT.TOP I'LRTE(Sl OB STRD'S LEE NOTE 2) FIELD WORK CONI.TOP PLRTE(S) (SFE NOTE 2) 1/2'GTP.B0. 1/2'GTP.M. 2.3 a 24.OL OR 16.OG 2.4e24'OC.OR16'O.0 1/7 x3 1/2"CONT.BELT SEE SHT 3c FOR SPECIES.GRFDE d 0 G SPACING 2.6 a 24'O.C.OR 16'OL. RAIL.R(1 BFARDIG SEE SHT Be FOR SPEcmS. 5/9,Tl-u SHTG/ WELLS((PT.) HANGER a O.C.SPACING 'Ll� 1/2"x3 1/t CONT.BELT RR]L �Q JOiST HANGERDJ�CTLY T'0 STUDS CED(L LFIP OR ALL 1 WELLS[OFT.) . K VINYL LFP SIDING OVER S?{FATMNG _ L2'GYP.[31 �� � "r RLDBL EXT.PERIft FLASH NG (TYP] INSULATION W/V8 - C. To WFRM SIDE DETAIL "R" (Sm SCHM 1xB TRIM BORRO CONI.SINGLE SHT U ASTFLLED BY BOTTOM ELATE FLOOR 5FERTHING BUILDER SEF BHT 3c BOTTOM ROW OF 1/ (IIA.BOLT 48'OL, M TOE-NF= SIDING A)STRLLED DETRLLED BY EUI-DER BY BUR-DER: BY B m)ER F7aCTORY WORK 15'�2003"09 IRC 15d TOE-JRTLED Ll FLOOR JOIST SFE SFR 3c FOR SIZE. 12°o c.M12 IRC BY BLD_�e' (lox-2015 IRC W'—2!03-09 IRC A15lLATION W V8 SPECIES,GRADE a O.C.WFK;D G FI9 WORK 2'= 2M2 DID TO SHT SIDE 6 MEMBERSOR OTE 3ll5 IRC FOR MGH WAID VOTE.4) FOR HIGH WAD(NOTE KI FOR HIGH WAD NOTE.W DETAIL "B" BEE OETRD_85.SHT 7e1 SEE DET( .z.SHT 7e1 SEE DETAIL.3,SHT 7e1 FOR FFISTENW DETFMS. FOR FRSTT M43 DETRD-5. FOR FFffrEN 1G DETAILS. DETAIL "R" DETAIL "B" DETRIL "B" m SCALE: L 1/2"=1'-0" (WITH T1-11 SIDING) SCALE: 1 1/2"=1'-0" SCALE: 1 1/2'�=V-0" gF BHT 4e �DETRILS d SPECS. FOR STRIR DETRILS ' a SPECS. STRD2S BY BUILOO2 TYP. CROSS SECTION PFS Corporation SCALE: 1/2"=r-0" CRLC MANUAL SECT. REFERENCES Northeast Region INSULATION WWI TO WARM SIDE SECTION CONTENTS APPROVED SEE SETT 3a 6 WRLL STUD DESIGN H Raup _ 3 12 MONO-TRUSS DESIGN SEF SHIT 4e FOR 4 MEMBERS OR 13 STORRGE-TRUSS DESIGN 3/26/15 FOURMTION DETRILB 6 5PEM 6 MEMBERS n9n=rrr 14 VRULT ROOF DESIGN 16 CRPE CHRLET DESIGN 17 CONTEMPORRRY ROOF DESIGN 21 CRPE SHED DESIGN 120MPH 3-SECOND GUST TYP, CRRWL SPACE CROSS SECTION 22 SRLT-BOX DESIGN SCALE: 112"=1'-0" 23 TRRNSVERSE ROOF DESIGN 24 WINGED-GRBLE DESIGN 25 PORCH STRUCTURE DESIGN MASTER SERIES RRNCH MODELS CROSS SECTION MUNCY HOMES, INC. 1567 PR ROUTE 442 MUNCY, PR 17756 ORN BY DRTE SCRLE I REV. SHT. NO. DATABASE MJL 3-22-91 SHOWN 1 1-30-2mS 1 7a 07\7e a NOTES L OR MEEDSTRLL�CABLE DESIGN MEETS MEETS 2 WW/WSS"TUDS,ROOBL WRLLRTOP PLROENOS RESOD 3 FOR FRSTFI�@JGS NOT SPECIFICALLY SDCHEDREtSSm ON THIS SHEET SEE FASTENING FOR CONNECTION DETAILS.SEE DETAILS si AND-2,SHT 71 AND SETUP MANUAL. ' CONT.RIDGE VENT ` SEE CONNECTION DETAIL sly SHT 71 SEE CONNECTION DETAIL 6,SHT 7L FOR ON-SITE FASTENING, SEE TTP. CONSTRUCTION DETAILS, 5HT 71. -___ -_-- SEE RL50 SETUP MRNURL ROOF SFERTHING SEE SHT S. PRE-MANUFACTURED WOOD TRUSS (BY OTKERS)AT 19", 0 C 12HINGED SEE TRUSS MANUAL KNEE-WRLLS FOR TRU55 DESIGN DRAWINGS -}!^!L 7 INSULATION WN.B. � F TO WARM SIDE i ---__ SEE SHT 3e I 1 ---- FOR OVERHANG DETAILS,SEE _ DETAILS•4 6°5,BHT 7L ii o."S/S°GYP.BD. CONT.S!•2-R 5/8"s1 1/2" DB STRIPS (SEE NOTE v�`5) FIELD WORK CONT.TOP PLRTE(5l (SEE NOTE 2) I/2'GYP.BD. 12"GYP.B0. 2E a Y 3.FOR PE16"0 C 3/2"s3 L2'CONT.BELTRING SEE SHT 3c FOR SPECIES,GRADE 6 OC.SPACING 2x6 a IT 3. OR 16"O.C. RAIL..ALL BEARING SEE SHT 3e FOR SPECIES. XE Tl-ll SHTG/ WALLS(OPTJ GRADE 6 OC.SPACING G APPLIED S J0I5T HANGERTLY TO STUDS CEDAR LAP I ALLB ARI CONT.BELT ARIL _ OVER LAP SIDING ALL BEARING WALLS(OPTJ - I2"GYP.BD WATER-RESISTIVEAROVER SHEATHING - "PLUM. DBL EXT PERUL INSULATION WN.S RSHNG RAIL(TYPJ _ TO WARM SIDE CONT.SINGLE DETAIL "R" (SEE SCHEDULE TRIM BOARD BOTTOM PLATE 3HT 3e) INSTALLED BY FLOOR SHERTHING SEE SHT 3c BOTTOM ROW OF 1/2"DDI.BOLT 48"D,C, SIDING INSTALLED INSTALLED BY BUILDER TOE-NRILEO BY BUILDER 0FACTORY WORK 16"OC BY ELM-DER SEESHT 3eOR SIIE. —//�— "OC 2012 D:C1 1616"O.C.-NRILEBY O DR. 0INSULATION W E SPECIES.GRADE 6 0C.SPACING FIE1DWORK (12°0 C.2012 IRC)TO WARM SIDSEE SHT 3e 6 MEMBERS DETRIL "B" DETAIL "R" DETAIL "B" SCALE: 1 1/2'=1'-0" l SCALE: 1 1/2"--I-O" SEE DHT 4e FOR SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL SEE SHT 4e FOUNDATION FOR 6 SPECS. FOR STRIR DETAILS 6 SPECS STAIRS BY BUILDER DEPANTMEHI of SPATEWe67[ON AISANI'.N�YTQ1P�L^t�1..-0, 1 lhmD @�@+Ikrt"Np°m°te"dv � �_yT'p? mt XmII.luiArW Y.pt4"q a@htlolmpyy e9lhlnlWawcmeN WwY�tlbNrbm°ai°Im°p'�aN/bmY�smv TYE. CROSS SECTION @� h -- SCALE: 1/2"=1'-0" CRLC MANUAL SECT. REFERENCES INSULATION WNH.TO WARM SIDE - SECTION CONTENTS SEE SHT 3 - 6 WRLL STUD DESIGN 12 MONO-TRUSS DESIGN SEE SHT 4e FOR. S OR 13 STORRGE-TRUSS DESIGN FOUNDATION DETAILS 3 SPECS. MEMBERS 14 VRULT ROOF DESIGN 16 CRPE CHRLET DESIGN 17 CONTEMPORRRY ROOF DESIGN 21 CRPE SHED DESIGN 120MPH 3-SECOND GUST Y PRC CROSS SECTION 22 SRLT-BOX DESIGN CRLE: v2'~1'-0" 23 TRRNSVERSE ROOF DESIGN 24 WINGED-GRBLE DESIGN 25 PORCH STRUCTURE DESIGN MASTER SERIES RRNCH MODELS CROSS SECTION _ MUNCY HOMES, INC. 1567 PR ROUTE 442 MUNCY, PR 17756 DRN BY DATE SCRLE I REV. ISHT. NO. DATRBR5E NAME MJL 3-22-91 SHOWN 10-22-2013 7e 07\7s a, f_. FS i _ `•� ,f�a; r S3 _r nir 3 sr, tE i nIi T3 1 FOR FRSTEN:Nv-ND7 S^ECIsIMLY PCI-t55-c7 Oh THIS (( CGpAR Lap�R 5r--EI, SEE P5T'EN:NG�I£pULE.PNC f--FLICP6-E �? 3 V:t,,YL Lt'a IDING CROS 5=CTION. x ',t Ss cw".:€' '?..�. 2{a-. _ ,. 5_12 5<� �Nr�•c'a.%`• I E r j-' >S•w... cJER CF Ekr K �'W'�<s ''�>�<>: .5::,': c<---1' i r...:c'.fi.{+ay G"E,7T'-ZING 2 NA`,=FOR 5T-P'S'C41 OPTION V=:lELrz,T C r. E::t. � t NP:Ls FO., ST ES C SLE. FG•. w.'S=II..t^cCFT::CU:_, IO•d r 1::2` '! +1 ! E..�R I SILL t•`LFCCEE51 a r„ SIZE,WMSER:Pl 01CTL SPR^::JG TJ E--IN Fc-lc rq:3:- ;S:z 3.+;�5:Nehu'�_4 �:,L ''?.aS S P�"�'' SEE hDTE.-11, ! FT3EfJC.:F.9'ED 5tx'raTlzJ#w•GLL_D 4+1714 C tizST�.LCT.^k Y$FE.C. CATIC`S ANTI C.EMCNT - '„ o'--•ti - a*.i.'YTs:.•S t. � R.0€-:.-S:VE FIND tAILEC TO RIY>.'OTST R"M SILL P PTE MITI€'.l.E'c4t' sE: 4`#;,yv x s ^.O,Y ' •-.3z <.....a.:.c v •�.•_ '? �i� G4PWtNG"rat aNa:FPC';TP,ER=SFECIfIG1T:LN5. Wit^.;'z.'�S"!.'*L'.,�.�e•' E`:•'i"7y7 'x.�'Y.''.,_-^< - ENTIRE. P:R.M�,fEP 36d'dE-N7iL.AT 3"QC,FROM r• c•• RIA U015'1 TO SI,L FLRTE,I6d Na.LS AT 3'"Dr S. M513IN CRITERIF.FOR I r,J 2 5'0,^,-'F+`'z0 CAFu 1:4175 TF?..p<JGH Ss+EA-MING TO RIM �QIST P'+D SIL:I ERTE. I5 EA„_fi N P 121:2 ROOF r-CH. 'b ttf t :?Int �SEir"-�-'- 1 RC'dS SHALL BE STRGGCP..GO c. 1::I MP•{- gGj^�"W1;4f1 ZONE 13 CT!'F.iCFE+,LE"'J: CCNSTRU£:ICPJ CR P_IN CAIA M SILL PLATE TIMOWN C- NECT101v. TW.`,_'CO�JTIES C>`'BRONX,NZYI Yr:�F:^ •/ \ I •••`:AIT, i'F-„.:T:Sl RRE0 SILL fl-ATE I 5E-E ORr-4NG^tl_^..n>LT4't2'-s2, r.t`.iT';`'$ST„R CD;,Yd.Y CITES: \ / / `- ='� 3'pC.P'cCM CONaVECTIpN EY BLIL.'','=..R TC ESTM NEW RCCWt £RVE n',D YDN CEN':. ;_^-:c,v y'CC. ,STC*EE3TrR CC:Jh'Y TGd>:.., �- iEs'^_pt-r-21- a T±y.�j'J.'�S~<'4T.'ty RIa`•.w_G' .R_Z 5.LL F`F;Tt E 5C:1:5 J`+'FF.rlPF32:50'd.'+R�KA?':tSC.K. OP w;1,L TL,:. R=-F F-:: --=w$Rs^•S t . S.T,:�is. i .,•->5 c cs S-n'c”. FSL�RN, outo RIDGE.RIK PN„�Srn?SDr� C < i•' Sy. ice?—. ,,�:.ZT 'r,'V.'..> t =Cc £�sv i.5-?-La :TE'.'.-`':E:Ct'!r'EC7IGw: t._ST C'UtnvTT`rILi ES: t ac,y ! < 3 F 8CT70M ROW CF BiC�tr>AVILLE,HRRRw CN.Lar.C'L OAT,P'aMaF:Dh'EC-r. RM:F ! �.'.:•c't+«.. ^>"..^.-=T'= >. ! SS;11TJ61N5TRLIZ3 PE-fnM.FELHJAM r,14 ,PORT VIC5i E4,M s 3Y DVILDER S£fpS']o.E POO 7lt-:F1. 4- :21 M`O -'3SG WIND -,ANE t5 K UFTO-''E:._Tir _ I'��� � 711C C4sM"'ES Gr" NRCN E;lJDllOS!SOETCi.I:. �� "' [` _`'� ��� N p- _ ;HF_moi', .y?GrdS RCS 9RSE0 D:GXR-p5'JB?G W:NA,da.MORS MM KYLI&H75 IN RI;:LDIh`G5 LCh�3TC� .-- — - SCALE: RuIONS 51-PLL EL ROT_Kari E�EL Tfti.WItiCBC.'�.M1'C=:E�'IS G't SITE Fi'Y?FE EJiLCEC aLL MMYRIFLS b"H1,7LL 5E SV"FLlr tt G'T'iE BUILOEI �;--r,, z•<K -' - r;C r �7 H7t•!GL'S-Irpp C_ LIPNC£ !-a_L EE Bi Thy FCLLC7W..T:'"z,.'T'ktCCS ��? �>.`,.' ri ' - M 48"OC [1,l NRI,S T9 TPUSS P,-5:vsyi 5,Al -T.5 TSF=71t.'G T>E%E2U5•LN.t:'S:JN' PI-2,5 .1,'2 .•w _ E c ��FLS ' 11 'i b4E.i-NG M. RS'!M1 .t836 f'JC FST,":E '8£T Iw3T=:„LED IN 'CC'Jn'uC,vi.Et } Ta..SSC-^ s,-_1,;'?�Y C J„w i '�'":: :c•.3�F_ ^<::i F:i"^::>f•-TC!+RC., i� 1" E d Ir-!:.s r a• ,,,...x:}Srr"*I:hS=C'r.^...�_.'I^-<7e -• '�"TR.:'�5. C t :is z�l. n r_,rs r.`vttie.=0-8:el.41-CTT, W17M xSPNUFACTL-ER3:h"STF•r:_t ai?G"!i45Tkuciivis or - , :•T., aF�S s S E:,^ - ":`€•V - 5• ;c..s ;5245w.:QiT J7 Y ..ii_: B-IGF_14CY RATED 4+ 00 5TR:7,TLR;q-P.N:I.S-Al R y =>s ER^ A .57.TL%E.R- Ix c` Y _IP 3r' -'SIG EDGE. .• TRUSS M MMU':TMC*--S5 0=T"G AKI P MPXI YJH CPN r TRUSS 0:NTILcVEF p: L w F Fr, S Lw.+a7 n C� ^";R..,1111 � �� s c i%/ j z `" -7i,�: fSlILS 3/4, =' Srl O STO,' MIL -- OITIJ Q6 f%•:"r....'<Ut, w '�;:T _ :.`s.. - / -v' �� 2x:7 S3 rt LE8_. L:SFP p •C s .r.Y / '� s r '^" ([ 4c=r;� 9R8.<?Grp, / �.,, Y`JUYF^'- r�/ �t'.R •1141- 7#!GNE PtJ7-':Y'J STC•:Y(;t.ILOlit;:w1T:{q MEin4$COF ,i T` OR i Cn<_ ff' "`r.•r-�`„-.;•ir �YE`tGM OF ^E«T.'' ¢ pPhr ALL I."'. ';RECUT _...,7. ;->•' fl .// f TO CDVER^ 1W.C:'ENLroGS s:i?I 97TP"MN` t I s� k'' i"•"• �� ftE�flER TC?a3 :4l°1121 x 1 L2" 16�- r{R ow;• .4c Frc1VI ca Ai,,PC=t�MENYY SM-<-L E=_WY's 1: ? 214! w tl -^`.,t (2Y 761"k 3 li7-hfdll-.S aS'ru't'w5 Fi7 &Icghi#Nu.JDIkI t .n L•, N•Ri..5= ,:C14' ��L,r Lc• e _ 3 d x t ah x 2• f2"Mity a'7,".,. SCFcEtJ. PT 8'OC.F:�.^.^'D F-.`'_ • ��'� !` '='^ F ,.,;ar- -E" n ar w:t ~" _ l.^-'j aiFtECT EPC':Etu'7 R;iD FLIP OVEa:i=atX3 E:1GE f+ER.M='PC.4:C1-8, e"]!i: MUT,w'C113 MR-WS RT f t _7' :=KT •^".`-r`1, l� c`' i:' �• _ f•.t° STFT-P 0!' Fr,CC`NO PP." f'i„F.L�C.R. c 24-h::�. w R...f^ >-^^. / cr>Tcp.'.i SC:-1i •.,;S`''.3 lxo z.;.nz•• ;�• .` ,.ItY-'LCR�0 STJC.fi RT 4d"O.G,.`.--z i r- # ...:RE^C„„L:i---,£ �. ,/ ^?..`7'...F P:T':Y•G:TC BREAK:: •e..c w^w :-:a h�' I C-M,-'4U'a k-PROVLO 01 Tt".L_r1,.F:JIL C:tp'G 1'IL:.FL 4 •--- J 21,•-.z :.I7-=Z>' r^4; € >, /' I e a t t3)l:fd`e+Ii_DIF.ECT r a I •i :/ - _- ` w / PO4 T€_ 8`E,^.-., 5 "=l<",.L E #' By.�`Il- F SE=SEC C':!R?.aIZ2 Rn Tt3LE Ra61212. / 01 1Cw �5.k'0 E.r">r'� � �81 WINO EGfiNE JCORIS .0\�S n•' ,.:CPE W.'TR#iNi ;„)„=<-S R ti_LL '! !� •„r"'S1 � HLRRiCFfiJE^FnCNE RE,34045"11,414,:NE ";I[,1,' ^F I r !4':w+:rJ.Y':.."✓�. 1 i € -'". C_OA5`IL M 9.sk KQi A 4;SiEµ1,!7Z.M-lis:C 7r-E EAZZ 1 '� I IE Y:,7-13t x 3'NRTL5 ''114:7 SPEED 1.9 Ila M,�'r! 3Se a ^RFMEP Oe'al-R, � F- -1 " { �C.. " 3 - i t"} i 2x.4 BTU tw6 ---• `l �,..^'" "HE.E.'hS:C Wl;:O�'EEff TS CO'-,H. TU CR GE'EgTEF T y^, ,`E.". _..�_ «....,.� - -=.� _ _._. :..=�= _ 3 F_ GRa-Lt w:r F':?' ,/''� ..,,„„..•'"`' r"'° - - y< Cit SIM"SON:LSfiR_ 20 e"•- Z'it i t2U MYN{- 35G.SEE _ ;.:• i`-'+' G x, J C.^.NSTFZl,,0ICN#DESIGN IS INi+SC::CL',`t'-'!Cc T!Mf ! t:Jir �5< 6"aS'•c.. %Tc� i,'; TE...L*z�R"9R E(. 9T 1.,/ 'MINIt+L',h DESIGN LL`-OS FOR`'UILDIVMS At,,-3 OT€-ER „r R.^. a:.& :.>.1,%3 4�i v-• _ f -43"OC FR5'2h C L.:i l S.:cU::TU2LS'TRSCc TI ANO tiw-CM. I D'LI !�C_ 'z' f �":c Y i£-2.=Y=Ttrt FF'�""3k i�i;"*-.:.? I t5)14fi x 3'tlOtll _ _ ECK S7EA£.^._£S',.a^- 14'.'721,5�RC.H EAU" f .,A 10<EXTE't;t_2 WIh0'J4lS A>,t7 Ll'lCR:SHA,„:,8E„ESmttzD _ ;� € z, '- °�< '_Il2'' ." _ __ NAtL5 t 4lRRET cDJ •xr---=r-- �-w 16d N915 TO TRUSS � Yu R;SiST THE GESIGN WMI LOAO'i SFEr'Trb=53 TF3L°' £��"^, ISI^ 1'-n-, !�^ I- t ,�+,+ ". 'Si E1V ^c,,.s.. .s.5...,. "t_ „?- AFTER t)VcRN-.h.>`c R=01<"LJ tti1.;ISTED FL1R 1,11,K7, nYD CkPLtS€.^-.F FT:'R ...,.._._, _ct•_:.,_3r. E e'YJS::T t } 1x6 .UML`N,'", 1 _ -t iPL4C'9'>?t3� a ' ,••z T GWERF.D 67 61r:_C�R CC'6C,Rx'.z1'Fl",..TR � 2xE F E+EAC=F.TO 2aE '?:TK.OEi%54 WIND T'RE55LRE RCCwi"m- 1 z?sPY L'+EIIS: =-A-- ., ��� "`Rr.=:az. iS£hwi„,Ni... yt �K ,,:4r'' zc,,.,,." --h'">�zN:=y�LR`•""' d'a d&' ..'- " { I�tZ al3k 3LrT_.,N,alr 5 01 !13':afi 123= : r 5F. \: 12 "c 02 201 = 552 G^F _ "VMUN FRP G. -CU' ^ I 1,,l L.R• S'r:ORdi .Sa .F:IT TT.: .D`3CTR'-5s BY«..-:=2 FERFCRPTED.SOFi2T £1 -'O- 35 FSF- nw-a " 'l]SIMFSCN LSTRt3.2D ae_ "6CEFTO snw M-120-Cc -S3• Nd `; MPX,OEaI_N WV40 F�C�MF Ru)J'ct- =: Vh?TS.ST2EL STP,a OR En< E R' t3)7Qd tvAILb?:CT QC.FAS%NWWITH 'tv_E blf eotmR Qi €1,a. 236. 14--23D FSF-'CNE y_ 3 - M 120-2y£x 4=S9_1 P5F-2CYE- s 1,51 zrT3'x 3"11Ud1 E Tr:'eaSS tSNI:`",Uri F=a}^R GP,r<.,"'E' -EGU7FED 2 5-C2?Y :T•iTS: s r e 14'911,5£F7MH END MJTLEVER 01-III-35 FSF-ZONE G. �• ,� / I a-7=PCEr,a2A;-EGDs #1c^s 3 ? G< T� I 3f4" ry� t2-M -4G INE - ZGdE L =~T.�t� �r E.�.i"`fY�-��t �r't ("p 1-� (��1 rx.!„� " F'tgX.t p5iGN WINE ARE 34.48 F'EC%lli•Ct7�:Sl CRY lJYJ1TS: �,. '- n I O' is"0 3-+x 1:t 0.13 r'� 2:na.S r � S^.D Y:;tstT.� '-e. "\"j`�. _t - {� C-#` C T�,f R�;59 GtF+ n'°x,: =M..<=.-4 ==T<� �'" �. ", C' �r.> Lr i ; �j-\'�'_ 'qi�D TWO O 5 I )Ry - _ I I L,. � 01-i p•40 FSi - <0"fc S € V -120• e.5 PGF 6S.J ~� 9x.L051GFI!.tItiJ?R=$SUFE F.ECL`Rrp- 7 STCR':LNi:S W-•2p- 321?yx S1-4R 188 PSP 2`'N 5. ~;N.='..Til z' '.:f `a :,y ,1 _ `-z..�_- :.'.;:,="TI'S€,'-•",,'ti - -Y;C:,,. NOTES: llr"r m AiiF"',F,;RDE i�t;�.CcO 2�02�'i.4175: •^='f-:-`^Su-c .1,C.:^-..•-• "s 1,-C#:'2!1 MP-1` 3SO"INT SGIE. 72 120-S'7 -r -`QNr S CP---S wt�i�,;. �^..:"„S" SEG=..END C�1'v"'ORM.-E 4,RLL. r-'E ENC tRurS !-cc- ro Z i i Ez R�E.c.�:D»v.r�..;,r.,'�Ea 1 F'^' L.iC"15 E313.,_ ", Rot'9 / `�-1M1:�tMt!•i' S7L35 Shut(.'_�E 6"OC. 'l RI VRC IMEN.'T CIF aSlN-T S,-tPIGLES V-N 1 CC'SF-Y WITH 'RU53 2Z ''USS SPAcm Sim L IiE SECTION Ps-57S, r 'Y ' =<:+%LL S-'-•.-�i>t= Y!Y.^ .�ty;1 f�,, •". 18.e: R 15'0.C,I:cPEt.DIh� 12.F0?P i f].72T[Elr,AL CD^;ti.C'ION 3ETF:1,5• SEE O:a'K-h:-7a..,2. CW SCF RIVE LGD RECUZP.Cp 1j t � •ec,•w�" `-Ar'',�1 --i`� s.^"s,a_2 E+-�F:.iIt K L cam:• z:FL.+����a \,,' €9 tK,� r __�"..� �. -- CH ! : ROOF rYPGJbEGAO 1 DETAILS PaFLY TO ALL RC)-, TFU5S'S>A5cE L: t f i <r -z�- DY sS :.4e�scS+izn�—aR _ ">'I'iC��s%"`50�<, •!°� f,. � a.".f:E R„5' ztEC FC.4'SY- rv,.w YtR{7Ydi+tfr C= RpL xµ`„ Y»:.5 �.--sc'-�• L' v? h-^+- 1q •.`r�~.c'y;; :t^;+c,•�t; fy- .� r'RCxE- 4 ..C_.:':3'".;,a E FM-S ;NsST"t-c3C' «5=ED6F:C ♦ -c4 j� f >G 5.:=-�>i e='Rt .. _ .� ti='.'..-u'' '_My mus- tS5�C1 Lfi ".r 57w-s # 'y 1' T GYPSUM ETC=<RO i `! _^ y;:P \'l_ DOUBLE 1 OF FL PTE 5 �'eC A:T)r OP a:-LE•s��^^ ' -�/`'I 1 �, - CCl"3L=TOP P_RTE I T. K:,,,T S O Fn W ;,.r<' <v3 a q } TYP£GR STUD _C-1_; Y ' - -SEE FaSTENIN.;SCrEED.F'-IGES 5d b 581 OF t+.'GH'.SIND t MPNJR_.7-CF FRAMING RXC�JOR REED PER TZJ55 TYPE, DEPARTMENTOF STATE CCCM olm!;I9N i £2a 22•w:Z,a w- I'>• ��-'� `'IND LCRO.14MTr4 ETC. -OSS Al6Ah"Y.NY 1:23t ttCY11 +moi"}�- c \\ r TL'SS.MAY J;L30 BE FLUSH WITH:+'rst,L Phil UT=E r<� Y Srm otAppro-19... t,_'-1> }zS^E.'^:_,,� a'\1,<�r_.'�_,_.-z:''�•�'L""`, _—"�'<=c_i r_E_..__••..•_r " ^ ^^ .,_--^'�.-;`yY.'�,1i,•';'5� �.,.>:z. iiRz.�? -II ?>` P . -- - WN�:Maa+fi1wt fFb3.1n1�Tu3<�`•�Ut.a-bnaa�k:s•,::ri2nM10cf••c1eS5cCyxf^,.t--0-02NP,.x.h1+l 'd1cr�,tot.'ri-€ STRAIGHT STR;P ILT aTLD CQ,%gECT.tI1N FRSEn� Tp ^=L: 5 Z7-: W _w,4'k�_s '=-0. ;lym S-- ~^r 2:: Y^r; �"i.: £E:t t_�E1i�L>cst �<D.C:roo.7emOalp ldMo't.-rrccft'rtfwSM1t rci l Prr.°r.,yT-.-sa suurrm ,. i'^ 4 € SEEn;rllti:A7s2. `""._ -3;:`O f ''`-w'V,.>.'.. ..._ ....�INT3 S` x mncryr zrotr«...crx, ...•i:.,<'v"hv,.:�:tHxurxs en,.Rr L ;_� 1 f C F ?NCS �iFiJT F 1 S c {w Tl. Or fps 7 1— J 0-5 ` aCP_ �xsaEew u^ rtr xa:nia n�:,'-rzuG3 E a cb t I �._ SLY•<�'i;~'. 'r a•1"u'... - ! r_aSL�..i.,:.'i:. ,-,� __ r.,_t-�y> 'ieG I EI P1T.5 SCi4_E: Iti R.O..'S TC B7 c `s' _ �.F <00"S�EaTYRNQ T6°?fVV 3DTs1 ff L4£S ^ TO TZE 9ST"5 TL'`:EF cR ON 5_TE 6`Y Bt3ILG-:P 00t #1 S; LOOSE>_. _--+..L_�'B- ^rr c>. € 1 3LC0."7.N CyE w CF"a1E�iTH1.N5 TO.�3. �• •c`z-„^R:w1rt.`h::.3 4�= l- 1I J 5'O: DIRECT EMES G 1 '✓'2"OC INrFl .,a.97E C`fi) T' , Sr.:PT'fti` I C)TrL EP't;,Y W,:„F ECE,'T FC,R 18d'.w--'-:� { 3C!+2CYE.. vt2 Md CCNMoll NAIL C-c TTcU5S: E"UC.�I-ICT E'uC-..45 f a. p,C.IdTE25"tiGI1:.E120MPF! 3-SECOND GUST ifS1p`"' /C�' O7C JOISTS: j. S°2k^tSS^ SPIkaTL TFxEaO IAL a U.,,MCN OR AWNPTR OMECT EM-ES b 52'CICS INTEPµEDIr1TI ... �„ E ttyxlu E, i i' `, NSsEI o MRSTEP 5 PIES rI ' (} L ^TAIL R°P'S_S TO 9 E1'!G 12:11,:RCC% T FS Rh'C S PW 7112 RGilF S-GF.�GE t GT'RI- O N 2 TTYUG... Cl Ft'f"iU Tv}© .i L„ MODELS ` TA, Mll!ITU 41 i2o MPH n?CtNc.S AtLYJCY t-Ivh'iE,j, INIl, i 1 1=67 FR ROUTE 1-41 MUNCY, PA 1,756 1,5 ? 1 n i l � V�V_r i� 'U ���f�' t C �....:) F - !�^.... ..1j t 1l C.J(_# T i l�1 1 J> f 'r.7' L� T LC? 1,,v: BY) (7 TE P S T f 0 (�� rv�� 1 DETAIL �1 SIDE VIEW OF RIL >f3 NOTES V, _ SIMPSON LSTHDSRJ - L FOR APPLICABLE NOTES,SEE DRAWING 7n1 SECOND FLOOR STUDS MODULE'C MATE LINE MODULE D' SIMPSON LSTRI RRP TIES 2. FOR ADDITIONAL CONNECTION DETAILS.SEE OR EOUAL -MAX. DRAWING 7—L 0 WALL CORNER STUDS FIELD WITH 3 STRAP TIE=IS BASED ON THE SILL PLATE BEING FIRST CORNER STUD CONNECTED C71 10 S EACH END S 2x6 WHEN SILL PLATE IS(2)26fi.STRAP TIE TO SIDE WALL STUDS WITH 0 TRL SHALL BE R SIMPSON LSTR24. (1J ROWS 16d NAILS S"O.C. SON LSTA32 STRAP TIES IF THE SILL SIZE IS DIFFERENT,ANOTHER STRRP(S) OR EQUAL I6°DC.MAX OR CONNECTION SHALL BE USED ROWS STAGGERED EACH FAACTORY INSTALLED S EQUAL FIELD INSTALLED WITH THE STRAP OR CONNECTION UPLIFT CAPACITY SHALL CORNER-FACTORY. (51 10d NAILS EACH END BE THE EQUIVALENT OF R SIMPSON LSTR12 1830 LB) (ID)TOTALFOR ALT. EXTERIOR SIDE WALL FLII-PG Ba - 0 2x CORNER STUDS EACH CORNER SECOND FLOOR FOR NOTE) CONNECTION OF FIRST SECOND FLOOR SIMPSON LST1iD/S1M)STRAP TIE HOLDDOWN TIROS TO SECOND LOOROPERIMMETER 1.OR EQUAL SUPPLIED AND FIELD INSTALLED AIL-EL BY BLMDER ON FIRST AND SECOND STUDS FIRST FLOOR G NOT SHOWN FOR CLARITY. FIRST FLOOR FROM CORNER INSTALL BEFORE CONCRETE POUR WITH A STRAPMATE OR OTHER HOLDING DEVICE - NAIL STRAP FROM BOTTOM UP WITH 16d SINKER NAILS,ALL HOLES TO BE FILLED SIMP50N LST STRAP TIES NOTES BOTTOM OF STRAP I5 EMBEDDED IN CONCRETE - OR EOUAL 24"0 OS-FOR SHEATHING CONNECTION OF FIRST FLOOR TO SECOND FLOOR PERIMETER STRAP MAY BE BENT ONE FULL CYCLE IN EDW RRIL3 CONNECTION,SEE DRAWING 7e1. STRAPS ARE LOCATED AT EACH END WALL EMBEpM T CJI lT NAILS EACH EXTERIOR CORNER LINE 04)TOTAL DETAIL•6. - AIL STRAP VALUES TIRE BASED ON AN B'MIN. - SIMPSON LSTF112 STRAP TIES SHEATHING NOT SHOWN FOR CLARITY. - STEM WALL OR EQUAL,16"0 C.MRX. 02-FOR OPTIONAL SECOND FLOOR SEE CONSTRUCTION NOTES ON THE FIELD INSTALLED WITH CANTILEVER DETAIL,SEE DRAWING 7-Z AS BUILT FLOOR PLAN FOR SIZE AND FIRST FLOOR STU05 (5)IOd NAILS EACH END DETAIL a8. FASTENING SCHEDULE- FL CLG- OR ALT. SIMPSON B STRAP TIES flJ2/CLG-PG Ba 0 URL INSTALLED WITH - CORNER DETAIL APPLIES TO AN SHERR WALL AND RIM BAND TO m 5 EACH END,(141 TOTAL EXTERIOR ENO OR SIDE WALLRIM BAND TIEDOWN D;;ii L - SOLE PLATE 2 STORY UNITS - MOD TO MODULE CO NEC ION ND WRL ETRIL SCALE: 2 STORY UNITS - FIELD SIDE WALL PERIMETER RAILS SCALE: 3/4„=1,_0” END WALL PERIMETER RAILS BILL PLATE(S) NOTE: TF4P,E IS A GARAGE.THE BUILDER - FIRST FLOOR STUDS MODULE'R MATE MODULE SEE NOTE•11 SHALL SUPPLY AND INSTALL SIMPSON ti LSTHD/STHD OR EOURL ON DOUBLE STUDS TION OF PERIMETER (D SIMPSON LSTRIB STRRP TIE II ALONG THE WALL PERPENDICULAR TO THE ��'SB OR EOURL SUPPLIED AND RAIL DRM 7-1,DETAIL-2 OR-3. INSTALLED BY BUILDER WITH FLOOR JOISTS THAT SHALL BE REMOVED AT •4 REBRR 30'MIN. I) THE SITE.THE HOLODOWNIS)SHALL BE AT SHOWN FOR CLARITY. (7)111 NAILS EACH LENGTHALONG SIDE II ECH CORNER OF THE GRRRGE RS SHOWN TO SILL PLATE END 04)TOTAL AND THE SAME DISTANCE APART AS TIEDOWN CONNECTION.SEE AND END EDL.CO 11 REOUDRED FOR ANCHOR BOLTS. DRAWING 7a2.DETAIL s2 ALL POURED CONCRETE L J II D2-FOR RAISED RANCH FOUNDATION 3000 psl MIN. II SHALLBECORNERS AND IDG CRM'Il-EVER DETAIL.SEE DRAWING NOTE: 11 72°ON CENTER MAX 7°2'DETAIL 07• FOR CONNECTION OF PERIMETER II THE RIM BAND TO SILL PLATE TIIDOWNS RAILS TO SILL PLATE SEE N AS SHOWN ON DETAIL•2 ARE NOT REQUIRED SIMPSON LSTR18 TIES OR EOURL WING 7e_1.DETAIL r2 OR 3. WITH THE ADDITIONAL HOLDDOWNS. FACTORY INSTALLED. FOUNDATION ERIMETER RAILS - SEF NOTE-2 ABOVE 5 G NOT SHOWN FOR CLARITY. CORNER HOLDDOWN DETAIL - FIELD SHEAR WALL TIEDOWN DETAIL MODULE TO MODULE CONNECTION RT END W LL DE SCRLE: 11/2'=1'-0" FLOOR OF 1 OND STORY UNITS FIRST FLOOR OF 1 AND 2 STORY UNITS - FIELD SCALE: 3/4'�l'-0" SCALE 3/4'�l'-0" ETRIL #2 ® t$ MATE LINE DETAIL s�7 1 3" DETAIL >k7 SIDEWALL RDD DBL FULL-FFOF C BLOCKING /o tY 13 L2"DIA.x7"MIN.LONG AT EDGE OF CANTILEVER BOLT®48"OC..SUPPLIEDSTUD X NX SUPPORT. SLOCK3NG FASTENED SIMPSON LSTA24 p67 AND FIELD INSTALLED BY BUILDER END SD OF SIDEURLL TO JOIST WITH(3)8d NRILS STRAP TIE(OR=) i 1 PER END OF B INSTALLED IN JL FACTORY W/(5) P TO OSL END STUD OF EALL WITH 10d NAILS EACH '� e TO O W STUD IN SIDEWRLL W1TH END 00)TOTAL R)ROWS OF STAGGERED x 019 STRAP CONTINUITY C16d1 NAILS STAGGERED®6°°.a SECOND FLOOR 11 IS FROM FACE OF e16"a BUILDER FASTEN END STUD OF ALL STUD TO UJOST. _ TO JOIST BELO SIMPSON OF FLOOR OIST. LSTRIB (7)10d SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL FA EACH END SILL PLRTE(51 RAILS 1/2"DIRx7"MIN.LONG 24-WIDE UNIT END-JOISTS - BOLT®96'OC.. (5I 146'OOd)X 1-S' II Ql 2x8 SPF-2 FOR ROOF II (O SIMPSON LSTR21 STRAP TIE oEPngnxexr aFsrale:cools nxnslox SOLE SUPPLIED AND FIELD NAILS FIELD INSTALLED PLATE INSTALLED BY BUILDER END- BY BUILDER INTO SILL 1 PITCH<°r=7/12 (OR EQUAL)SUPPLIED AND FIELD ueaxx NYtm4axol QU 2x8 SPF-2 FOR ROOF INSTALLED BY AP(S) R INTO RTM "6jU°tJ�'P� - Uvea_ PLATE AND BLOCKING II F-�e FIRST FLOOR _ P1TCH 9 r ND-J AROUND WITH STRAP(S)AT 32"D k✓� m -WIDE UNIT END-JOISTS AROUND HE T RIO AT 32"OC. METER ARILS SPFk2 FOR ALL ALONG THE EXTERIOR SIDE WALL ROO E5 II SEE NOTE 3 BLOCKING TO SILL SILL PLATE I MOTE 60'MRX LENGTH )I PLATE CONNECTION I �ugee,a�o„' FOUNDATION FOR 5-32/12 PITCHES OWN) 167'X 3 L2"DEW °' LJ " 3"O.C.TOE-NR -FIELD FO�pA ry MODULE BELOTOE-NR= HOLD-GOWN PER APPROVED f-D" FMAUGH-WIND_ CALCULATION FOUNDATION CRI CREF 1pgV319 ER OF 35/35 MANUAL) ANCHOR BOLT(S) (pg 3 OF 50-65 MRWPL) INCREMENTAL LZ'x 16"AND SHALL BE FIELD CON N - MOD TO MOD - 2 STORY (pg 5 OF 60-90 MANURU RAISED RRNC UNDRTION R MINIMUM OF 7"IN CONC LU SIMPSON LSTA21 STRAP TIE OR EOURL SCALE: 1 L2'=1'-O" 15"IN MASONRY UNITS A 12" SUPPLIED AND FIELD B45TRLLED BY HIGH-WIND HOLD-DOWN DETRIL -C N EVER - D STRAPS WRAPPED AROUND MAX. UIL FROM EACH CO BUILDER INTO RIM ROUND SIlL WITH (CRNTILEVER DETAIL APPLIES WHEN USING WFCM ANALYSIS) SCALE 1 1/2'=1'-0" PERIMETER RAILS PLATE RT 36"O.C.ALONG THE EXTERIOR SIDE WALL MATE LINE NOTE e:3 SIMPSON H8 OR EOURL STEEL ANGLE STRAP FASTENED TO E)lOd NAILS DETAIL #5 x8 SIDE OF SECOND STORY J0I5T WITH(5)IDd x 1 LZ'NAILS FIELD INSTALLED (5)148" X 1 1/2" AND TO THE SIDE OF THE FIRST STORY CEILING PERIMETER IN TO NAILS INSTALLED ARIL WITH(9 13d NAILS ON SITE BY BUILDER - 'i2®INP6i 3®S�C�N® ���T BY BUILDER O - SILL PLATE BILL PLATE 1/Z'DIA. BOLT a 48"O-C.. FOUNDATION INSTALLED BY BUILDER SIMPSON LSTA24 STRAP TIF MRSTER -SERIES OR EQUAL SUPPLIED AND _ - - INSTALLED BY FCTORY WITH (5I 10d NAILS EACH ONE RND TWO STORY MODELS (4)lfid NRIL� END U0)TOTAL STRAP BY BURDER CO STUD oT IS FROM FAC DEfRILS FOR 110 d 120 MPH - 35G WIND ZONES L P A E TIEDOWN D TAIL - LD OF FLOOR JOIST. MUNCY HOMES. INC IDE WRLL - 1 OND 2 STORY 1567 PR ROUTE 442 - SCALE: NTS FIELD CONNECTION - MODULE TO MODULE MUNCY, PR 17756 FIRST FLOOR OF 1 AND 2 STORY UNITS 07\\77e2 SECOND FLOOR CANTILEVER DETRTL - FIELD DRN BY DRTE SCRLE REV. SHT. NO. SCALE: 1 1/2'=1'-0" SCALE' 1/2'I 1I` " Dara a NAME REH 4-26-2004 SHOWN 10-22-2013 7a_2 DFTRTL #1 (3)10d NAILS.16'O.0 ON SITE RIDGE TO RIDGE T # DETRIL #11 y FIELD WORK FIELD WO 4 d S/12 QBW MAX): SIMPSON LSTA36,209 STRAP OR 4 6 5 BW MAX): SIMPSON LSTR36,20g STRAP OR FIELD WORK EOUAL OVER RIDGE d FLIP CONNECTION L 4B"oc EOURL OV GE d FLIP CONNECTION B 48"o-c. RIDGE BERM 16d NAILS m 3 1/Z OG MAX.WITH(5)lOd NAILS PER LEG INTO TRU55(SITEI, CONT RIDGE VENT,SEE NOTE al MAX,WITH 6) NAILS PER LEG INTO TRU55 (SITE) d)lOd NAILS 16"OC ON SITE RIDGE TO RIDGE RIDGE BERM HORIZ PLATE TO VERT.PLATE 7/12(ALL W)d 5/12 EBIM: SIMPSON LSTRIB,20g STRAP5 OR 7/12(RLL W7 6 5/ W1: SIMPSON LSTRIS,209 STRAPS OR BETWEEN TRUSSES(SITE) EOURL OVER RIDGE d FLIP CONNECTIONS 8 48"oe 2x4 SPF e3 OR EOURL EQUAL OVER RIDGE d CONNECTIONS 0 48"oc CONT RIDGE VENT, SEE NOTE-1 MAX WITH(5)10d NAILS PER LEG(SITE) lx4 MAX WITH(S)IDd NRILS P G(SITE) PRE-MRNU RED WOOD TR 55 - (' - Zx4 SPF a3 OR EOUAL (BY 0 5)AT 15', 192"OR 24" 0 C. ALT CONNECTION FOR 4 d 5/12(28W MAX)ROOFS: LPO OF THE 2.4. ALT CONNECTION FOR 4 6 5/12 (2 X) ROOFS IPO OF THE PECIFICAI'IONS MANUAL RIDGE STRAP.R 2z4 COLLAR TIE MAY BE INSTALLED W/f4) lOd 10d NAILS El 12"OC PLATE TO PLATE(SITE) RIDGE STRAP. R 2z4 COLLRR TIE MRY STALLED W/(47 lOd 12x4 R TRUSS DESIGN DRAWINGS —RIDGE NAILS EACH ENO JUST BELOW THE 2x4 CONTINUOUS PLATE WHERE NAILS EACH END JUST BELOW THE 2z4 CO DUS PLATE WHERE THE:FLIP AND TRUSS TOP CHORD MEET KNEE WALL THE FLIP AND TRUSS TOP CHORD MEET IDd NAIL 82 17 OC. ALT.CONNECTION FOR 7/12(RLL W)6 5/12(31W)ROOFS: LPD ----_ CONTINUOUS LATERAL BRACING TO BE ALT.CONNECTION FOR 7/12(ALL W)6 5/12 031W)ROOFS 0 ---- PLATE TO PLAT THE RIDGE STRAP,R 2x4 COLLAR TIE MAY BE INSTALLED EOUALLY SPACED,ATTACH WITH O:1 E NAILS THE RIDGE STRAP,A 2x4 COLLAR TIE MRY BE INSTALLED --2x4 -- ( CONTINUOUS LATERAL BRACING TO BE W/ (4)10d NAILS EACH ENO JUST BELOW THE RIDGE EROS W/(4)10d NAILS EACH END JUST BELOW THE RIDGE BRDS EDURLLY SPACED,ATTACH 411TH 21 8d NAILS AS R SUBSTITUTION FOR THE STRAP CONNECTING THE TRU55 HINGE,SEE DETAIL a6 AS R SUBSTITUTION FOR THE STRAP CONNECTING THE TRUSS TOP CHORD TO THE FLIP RAFTER R 2z4 PRE-MPNUFRCTURED WOOD TRUSS TRUSS TOP CHORD TO THE FLIP RAFTER,A 2x4 TRUSS HINGE,SEE DETAIL a6 COLLAR-TIE MAY BE INSTALLED W/(4)10d (BY OTHERS)AT 16,19_ +��'OC. DOLLRR-TIE MAY BE INSTALLED W/ (4)10d SOL RTE NRILS EACH END JUST BELOW THE 2x4 FOR FASTENING, Zx3 BRACE�RCTORY) SEE SPECIFICATIONS MANUAL FOR NAILS EACH Elm JUST BELOW THE 2x4 FOR FRSTENIoNG, SIMP50N MTS12 RAFTER CONT PLATE WHERE THE FLIP AND SEE DETAIL-11 2x3 BRAC SEE DETAIL 11 TRUSS TOP CHORD MEET -_---__-__ (SITE) KING POST _- ---__ TRU55 DESIGN DRRWINGS CONT PLATE WHERE THE FLIP AND (5ITD l2 TIE-DOWNS OR EOURL -__ ______ __-__ _- _ 12 TRUSS TOP CHORD MEET KING P05TSPACED 48"OC (5ITD 4,5 OR 7 KNEEWRLL KING POST _ �;a��E1�E KING POST KNEEWALL SIMP50N M7S12 ROOF INSULATION Ca LK L2" OR 5/B GYPSU RRD �1/2; ON FOR 24'AND 25'WIDE (WHEN NO RAFTER TIE OR r2V@r•®IF 5/B"GYPSUM BOARD CONT PLATE UNIT OVERHANG DETAILS, i- KING POST EOURL, Le 48" INSULATION INSULATION SEE DETRIL a4- IS PRESENT, OC FIELD BAFFLE TYP '--TTYPICAL ER(••tlli 2xo-SIDEWRLL CONT PLATE SEE DETAIL a4- BAFFLE TYP. L2"OR 1/8 x5/8".2 1/Z' FOR 28'WIDE UNIT TYPICR OR 2x6 SIDEWRLL COMPRESSION FOR 28'WIDE UNIT FASTEN TWIST INSTALLED TYPICAL 20 9q.e-laaI MRRRIAGE WALL COMPRESSION STRIP OVERHANG DETAILS, OVERHANG DETAILS, STRAP TO TRUSS SEE DETAIL a5 TYPICAL 2x3 OR 2x4 MASEE DETAIL a5 BOTTOM CHORD)RRIAGE WALL KING P057 UNIT WIDTH UNIT WIDTH FASTEN BOTH ENDS OF MTS 12 W/Cn 10d x 1 vi• ALT, KING POST NAILS FIELD INSTRLLED CONNECTION TYPICAL ON T FASTENING DETAILS - 0—"OR 7/12 OPTIONAL OFFSET ROOF SITE FASTENING DETAILS - 4. 5 OR 7/12 TYPICRL ONS T FASTENING D TRTIS SCALE'3/8"=1'-0" SCALE.3/e"=110" SCRLE: NTS DETAIL #3 T # DFTRTI #5 DETAIL #6 STRIP TO PROVIDE RIR SPACE FIBERGLAS OR SELF SEALING SHINGLE, FIELD WORK FIELD WORK FOR THE GABLE OVERHANG BLOCK TO RAKE CONNECTION OR FO TTIC VENTILATION TYPE 15 FELT WITH 18"OVERLAP OR FIELD WORK GABLE OVERHANG INSIDE RAKE TO TRUSS CONNECTION FIBERGLAS OR SELF SEALING SHIN -S5 SIMPLEX SHINGLE UNDERLRYMFJNT TYPE 15 FELT WITH 18"OVERLAP OR EQUAL 36' WIDE AN ICE BARRIER FOR ATTIC VENTILATION OB STRIP TO PROVIDE RIR SPACE �1"MIN. SEE FR5TENING SCHEDULE -55 5IMPLEX SHINGLE UNDERLA NT THAT CONSISTS OF AT LEAST(2)LAYERS SEE SET-UP INSTRUCTIONS FOR EXTERIOR SOFFIT, OR EQUAL 36' CEM WIDE, AN ICE ER OF INDFJ2LRYMENT CEMENTED TOGETHER 2" FASCIA, J-RRIL AND DRIP EDGE TO OVERHANGS SITE WORK THAT CONSISTS OF RT LEAS (21 LAYERS OR OF A SELF-RCEMG POLYMER MODIFIED OF UNDERLRYMENT CEME TOGETHER BITUMEN SHEET. SHALL BE USED IN LIEU HINGE STRAP TRUSS Lz"/19 ROOF SHEATHING (NY RNID RD OVERHANG IS LIMITED TO 12'MAX OR OF R SELF-ADHERING LYMER MODIFIED OF NORMAL UNDERLAYMENT AND SHALL 0 48"OC IN 110,120 MPH-3SG WIND ZONES - BITUMEN SHEET.SHR E USED IN LIEU EXTEND FROM THE EVE'S EDGE TO R OF NORMAL UNOERLR RIJO SHALL POINT AT LEAST 24 M INSIDE THE TRUSS AT ENDWALL w EXTEND FROM THE E'S EDGE TO R EXTERIOR WALL LINE OF THE BUILDING 2x4 SPF STUD GARDE OR EOURL POINT EXTENDS LEAST IN INSIDE THE ONLY AT ERVE END EXTERIOR SHEATHING -� EXTERIOR WALL E OF THE BUILDING CONT 1/2"OR 5/8N AFTER ROOF HRS BEEN RAISED TO u 1 1/2" OB STRIP APPLICABLE PITCH.GO TO BREAK IN 1x6 INSIDE AND iBREAK AT HINGE POINT ,Z., (TYP AT ERG SUPPORTS) ROOF.LIFT UP SHINGLES d INSTALL OUTSIDE RAKES DIMENSION V 5 (2)16d NAILS INTO EACH TRUSS m ALUMINUM ORIF EDGE x TRU TRUSS HINGE FIELD WORK E 2x2 Zyk SCRLE: 1"=1'-0" a CONT 1/2" 0 TRIP ALUMINUM DRIP EDGE AFTER OVERHANG I5 NOTES N _ _ ----------- 0 16d NAILS TO TRUSS 1 1/2"OB STRIP --- I� (TYP AT SRG SUPPORTS) 1x6 FASCIA BOARD WITH LOWERED,BY BUILDER PAVE PNn � ALUM.COVERED FASCIA 1x6 L RIDGE BOARDS ARE INSTALLED R MINIMUM OF 1"BELOW ' 1x6 SPF a2/al OR EOURL GABLE TYP FLIP SECTION PERIL OF ROOF TO ALLOW FOR ATTIC VENTILATION, OVERHANG BLOCKS AT 24"OC-MAX AT RIDGEHE WSOd NRR. DIRECT TO STUD WHEN THE DESIGN LIVE LOAD EXCEEDS SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL THEN THE BLOCKS SHALL AT 1E°D.C.MAX P ORATED SOFFIT PERFORATED SOFFIT BY BUILDER TOP ROW OF SIDING _ INSTALLED BY BUILDER NOTE:ROOF SHEATHING IS CONTINUOUS FROM TRUSSES TO END OF OVERHANG TYPICAL FRONT OR RERR GABLE OVERHANG OPTION DETAIL SCALE:3.4°=1'-Q' FIXED OVERHRNG FOLDING OVERHANG FIELD WORK SCRLE: 1 1/2"=1'-0" SCRLE: 1 1/2"=1'-0" DETRIL #7 DETRIL #8 #q FIELD CONNECTION OF LOWER ROOF TO 5IDEWALL. DETATI #10 SITE CONSTRUCTED SECTION INSTALLED 16d NAILS® B"OC, 2 ROWS STAGGERED OVER ROOF SHEATHING THROUGH RIDGE BOARD TO SIDEWRLL. FIELD WORK - 5HEgTHING RAFT-5 FLASHING(SITE) FIEL ORK FIEL ORK FIELD WORK RIDGE BEAM • RIDGE VENT.SEE NOTE o1 I I I I II SIDING ROOFING MATERIAL II II II II SECOND STORY SIDEWRLL ALTERNATE 1x6 NAILER II II II I TYPICAL TRUSSES RIDGE VENT INSTALLED PER ILCNBNT o ov,5y5rgj&j uFMa1'L5 IN PLACE OF 2x4 BLOCBLO 11 II II MFRS INSTALLATION INSTRUCTIONS. /{'(- P(r26VE DRIP EDGE 2x4 BLOCK II II 11 II SEE NOTE a1 M('y 61-02-O'yp II li II II SHEATHING. UNDERLAYMENT, AND SHINGLES DEPARTMENT(I STATE LODES DIVISION SHEATHING NYLON STRAP FOR FLIP SECTION 111 ALBANY,NY 13231-00117 II II I =-T ERRL BRACING Sbm (Approval Srsbrm,Model,or Campeamd II II I SIDING• 2x3®24"OR 16^OC Ml3�Z_ . 110 KNEEWRLL /2-/S-/sf Manu(caumlx No ApprtraLon No Dale al II II I PRE-MANUFACTURED WOOD TRUSS TOP CHORD JOIST HRNGER OR Approval (BY OTHERS)AT 16",19Z'OR 24"OC. LEDGER wMe meipp0°alaap�°k onh bO1pSp romw"••adme(mormmutraw FLASHING Eeawrnra gerraxdnba:�,,,cae„mn II II I awe ls�w dx.ue•o tm. no reagro e,aeae ao•o ��VENT FOR TREUSS DESIGN DRAWINGS SHEATHING nmedm6oams•opwmea,.nae, �ramaemnvsr�� II II I STRUCTURAL TRUSS KNEEWRLL Aos�rewee•anxav Eery.ata,W,,,arpnex�i0,r„ ,I�,�( II II I DRYWALL(SITE) S RAILS = I I I I I I Eemmq F B FmpE ROOFING MATERIAL FLOOR JOISTC° FOR FIELD NAILING FLOOR JDIST gonalaE P,a1er II I I II MODULE°R" SEE DETAIL e1 16 @TOE-NAILED APPROX FIRST F00T MODULE" BUILDER II II I I II SITE INSTALLED �DIRGO WEB 2x¢ II I I II RAILS"I"` '-2x4 MIN 120MPH 3-SECOND GUS II II II OFFSET ( T OR NITS II II I I TRUSS SCRLE: 3/8"=1'-0" v v v BOTTOM CHORD CEILING JOIST ii ii Ir CEILING Jo*5T MASTER SERIES •SITE INSTALLED /U - ALL MODELS A na /' ALTERNATE CONSTRUCTION DETAILS CEILING DRYWALL .8 * rCr MUNCY HOMES, INC. � o �M 6* 1567 PR ROUTE 442 P��,,��: ,R, T L ING Y MUNCY, PR 17756 SINGLE BOX EXTENSION e OPTIONRI OFFSET (TWO STORY UNIT ) (TWO STORY UNITS) SCRLE: 1/2"=1'-0" DRN BY DATE SCRLE REV HT NO _ SCRLE: 1/2"=1'-0" DATABASE NAME MJL 3-22-91 07 SHOWN 10-01-2014. 7' BRSE p UCTRIL #1 L #2 NOMINAL LUMBER 2-FLOOR JOISTS OR MRRRIA ETRIL #S THE FOLLOWING ROOF TYPE/HOUSE WID NOTES SHINGLES AND FELT AT BREAK PREMANUFRCTURED WOOD FLOOR TRUSS RPE LIMITED TO 7'-0'PORCH DEPTH Onxxl: ��EIY OTHERS MA L6"OR 192°OC ARE SITE IIJSifVJ_ED B7 BUILDER SIDE WALL SEF TRUSS MANUAL 8'-0" (max) -7/12,28 3 31-WIDE MONO ROOFS-120 (6)6d NAILS PER SIDE SITE INSTALLED BY BUILDER FLOOR 0 L RIDGE BOARDS ARE INSTALLED R MINIMUM OF 1"BELOW METAL STRAP HINGE TRUSS DESIGN DRAWINGS -12/1L 31-WIDE CAPE ROOFS-120 MPH PEAK OF ROOF TO ALLOW FOR ATTIC VENTILATION. 2. PORCH CALCS PROVIDED IN SECT-25 OF APPROVED 1/2'M2'PLYWOOD GUSSET SITE INSTALLED - MRNUHL BY BUILDER MOOLLE MAY BE BUILT FULL-LENG RATHER THAN THE PORCH SPRNNIN 2x4 5PF:Z/-1 9 24°DL 35 PSF G BOTH MODULES.IF PORCH SPANS TH 2x4 SPF x2/#1 a 2 OL ED'r L� S�OR JOIE WO GER GED CEL3NG JOIST MODULES,REPEAT SAME PORCH FASTENING SN BOTH MODULES. _ 12 2x8 JOIST(mw RYWRLL E GD2DER-TO-STUD COLUMN COLUMN 3 RLT. ELR/CEG DETAIL SEE C�Bow T co cTIDN"E. 2x3 SOFFIT SUPPORT � - MODULE _ SITE 31STFILM W 2x6 SPF-2/nl SCRL.B 3/4--l'-Ir G ACTION FLOOR G°. SEE HART BELOW. 35 PSF GSL 21 2x6 SPF•2/�1 2x3 NAILER 50/60 PSF GSL DETRIL #4 D ROOF TRUSS-TO-GIR CONNECTION"D". 2)2x8 SPF•2/11 - - SEE CHART BELOW 90 PSF GSL � IV NJ MANUFACTURER SUPPLIES RIDGE x E GIRDER-TO-STUD LUMN CONNECTION'E". PERFORATED SOFFIT SITE INSTALLED ALUM.COVERED B7 07ENT FOR PER INSTALLATION ERS E SEE CHART BEL Z.NAILER,ENDS ONLY,SITE INSTALLED (BLOCKS INSTRUCTIONS _ __ ( - - x F STUD COLUMN- OUNOATION SUPPORT COLUMNS-7'-0"MAX-35 PSF GSL i i ED N� m (nl CONNECTION" SEE CHART BELOW. 8'-0" IED-SD,IE a 90 PSF GSL �� () 1 �I I SUPPLTo WITHSTAND`' S `AND�"L=ORD INSTALLED �oo La FIELD INSTALLED RIDGE VENT DETRILS JI CJI JI SCALE: 1 1/2"=1'-0" ALL MEMBER PERMANENTLY EXPOSED TO THE 4 or 5/12 HING PORCH ROOF FIELD WORK scR : 1 1/r=i-o ELEMENTS BE FFE551REE TRERTM PORCH FLO COLUMNS,FLOOR,RRIL ETC. THIS ROOF IS PEO FOLDED BACK UP ON HOUSE (NOTE x21 ETRIL #5 PREMRNLFACTURED WOOD FLOOR TRUSS MAY BE P VIDEO AND INSTALLED BY OTHERS ROOF AND I NSTRj ON SITE BY BUILDER BY OTHERS AT 16"OR 19Z OC MRRRIAGE W MODUL PORCH OR MAY OR PROVIDED B 7�1-ET M UED AR SEE TRUSS MANURE E WALL FOR TRUSS DESIGN DRAWINGS FLOOR DECKING MRNLFR DETAIL #7 TYP 2ND FLOOR A\\fix r umil vNi� umi� R EFC RRT BELOW. CONNECTION'A". E 1 � T SONO CTION' . FOUNDATION -BEAM ORJOISTWOOD LEDGER I-BEAM HRN __ ___ _ __ CONNECTION"C. SEF CHART BELOW. OR JOIST HANGER OR JOIST HR /a CEILING AT STUD COLUMWTO-FOUNDATION(C J--� B HEADER-TO-STUD COLUMN CONNECTION"B". CONNECTION"C°. SEE CHART�v SEE CHART BELOW. PRE- RCTURED WOOD TRUSS ADW' (BY O )AT 16',192"OR 24"OC. SPECIFICATIONS MANURL D ALL OR TRUSS DESIGN DRAWINGS r :H C NnTTTnN - LPN VIEW i 1 PREMRNUFACTURED WOOD FL TRUSS SCAL 1 1/2"=1'-0" l BY OTHERS AT 16'OR 192" C SEE TRUSS MANURL I— Fa Lyl FASCIA FOR TRUSS DESIGN ORR GS 2x4 OR 2x6 TOP P TE FRT i i TYP IST FLO SIDEWRLL CONNECTIONS MRTEWRLL CONNECTIONS BLOCK �pJ 1 1/2"x 9 L MICR ERMS FOR 60 PSF GSI_ �yi ROOF TRUSS-TO-HERDER CONNECTION"A" ROOF TRUSS-TO-GIRDER CONNECTION'D" ALUM OR CKNYL Cdl 1 I/2"x 9 L4 MICROLIJA BERMS FOR 90 PSF GSL WIND HOUSE WIND HOUSE SOFFIT(VENTED) �.� SUPPORT COLUMNS-10 "OC SUPPLIED AND FIELD Sp® �-� CONNECTION Sp® WIDTH CONNECTION INSTALLED BY BUILDER LUMN LIST BE ABLE TO WITHSTAND AXIAL LORD 0 480 LB TYP.SILL PLATE I- HANGER,WOOD LEDGER 28v MTSI6 TWIST-STRAP WITH(7)1014x15" 90 6 28.6 LUS210 WITH(8)10d NAILS IN GIRDER TYP SEC THRU CRRPORT PROVIDES BEARING SURFR OR JOIST HANGER - 90 NAILS EACH ENOL O 100 31v f4)IDd IN TRUSS. cr 31v LSTA18 STRRIGHT-STRAP WITH(7)10d - FIUS28 WITH 22)10d X 15NRILS RLE: 1/2"=1'-0" STEEL COLUMN(TYP I = NAILS EACH END - uD 28. IN GIRDER,(8)10d X 15 IN TRU a. z MTSl6 TWIST-51RRP WITH M 1014 HUS28 WITH C?Z 10d NAILS IN GIRDER, O NRILS EACH END(EXT SIDE HOR), 31v H ZBv HZSR TWIST-STRAP WITH T B (81 lOd IN TRUSS.(DBL GIRDER REO'=) OPTIO L FLO TRUSS DETAILS H- r9 U 100 6 NAILS EACH END OM SIDE HDR) W 120 28.6 TiLI528 WITH(22)SDd NAILS IN GIRDER, RLE%3/ '-O' W 110 L5TR18 STRRIGHT-STRAP WITH Sod z 31v (8)10d IN TRUSS (DBL GIRDER REOD) DETRIL #3 RSTEN VG-E z 31v NRILS EACH ENO EXT SIDE s z CONT.NOTE RIDGyE VENT DETAIL #J NOT IS APP TO ROOF DE UNDER FLANGE SKYLIGHT IS THEN z H25R TWIST-STRAP WITH m x1S O O NRES EACH END UNT SIDE R) U - OR DOUBLED-TRUSSES,INSTALL HUS210-2 FOR MONO ALUM.FASCIA - PUT IIJTO CE(NO NAILS ARE 0 BE INSTALLED THOU FLANGE AS U USSES,AND LU528-2 FOR STORAGE TRUSSES PER MRNU TAR APPLIED TO GE d ISx FELT INSTALLLA �y MTSi6 TWIST-STRRP WITH 10dx15 - R STORAGE TRUSSES ONLY,RN LUS210 HANGER MAY SIIJGLES INSTRLIFD W/STA ES UP TO FLANGE 6 MORE NAILS EACH END EACH 5 HEADER. SUBTITIlfEO FOR HU52B HANGERS SPECIFIED _ METAL STAR IN OVER FELT W&IS 5 PRE55ED IN PLACE 120 LSTAIB STRRIGHT-STRAP (7)10d ER-TO-STUD COLUMN CONNECTION"E" AS HNAILS EACH END(EXr E HOR),6 WIND 31v MTS16 TWIST-STRRP (71 10dxL5° PEE HOUSE CONNECTION SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL MRNl1FRCTLRERS-, NAILS EACH END ONT E HDP) W SP® TH TOP CHORERFORATED SOFFIT SKYLIGHT D 4IL r1N CURB HERDER-TO-STL)D COLUMN CONN ON'S" gD v 6 (2)LSTA18 STRAIGHT-STRRPS WITH O' _ Z v (5)10d NAILS EACH END SCALE: 1"=1'- S m SP® HWIDTH CON TION 28 d 2U LSTRIB STRAIGHT-5TRRPS WITH 0EFMIMW0FnATEC0MDM51ox )--' 1W (5)10d NAILS EACH END. uanxv,NY12231.00m z 90 2Bv 6 2)LSTR18 STRRI -STRAPS WITH L) 31 Sl P.lO." Itmxs em,xmdvC ml " O 31v (7)10d NRILS H END. W 2)LSTR18 STRRIGHT-STRAPS WITH Tv11RE7 7dl hs To 0 z 28u (7)IDd NAILS EACH END. fTASF0.T1G F- GOJ LSTRSB GHT-STRRPS WITH z 110 vimnu�� aNm m I) 100 2v 21 SOd NR1L5 CH E:ND. O 31y )LSTAINB�SST���p RPS WITH DETAIL Cal ISTALB GHT-STRRPS WITH u 10d z 31v (5)IDd EACH END."R" 120 28.6 (3 A18 STRAIGHT-STRAPS WITH 31v (Sl Od NAILS EACH END. SCA : 1 1/2"-1'-0" U 110 6 28v 6 (3)LSTRI STRAIGHT-STRAPS HT_SIRAPS WITH STUD COLUMN-T OUNDA71ON CONNECTION"F" 7 '//12 120 31. (7)lod S EACH END. - WpID I HOUSE 2x4 MIN,BLOCK l.� ISPEEDWIDTH CONNECTION 7/16"AGENCY RATED SF'ERTIIJG OR EQUAL ( STUD COLUMN-TO-F NDRTION CONNECTION°C° WIND HOUSE OPT#1 MSTCM40 FND STRAP TIE PRE-CUT FOR SITE INSTALLATION BY BUILD CONNECTION Z • SPEED WIDTH WITH 04 I6d S.TIT N DJ FN TS-11 SIDING OR EOURL SUPPLIED PRE-CUT FO SITE U z 28v 6 O01 L4 x - "OR"TTTENS AI HND. INSTALLATION BY ELM-DER 2x4 MIN BLOCK al-M6TCMNO RS STROP TIE OV O4)I6d SIW:ERS IN COL UI.z l 6 281 6 1/4 x 2-1/+"O TZiENS IN FNO OPT u( )L ,SRJ,B FNO HOLO-DOWN � 100 31v "OR' WITH OD)814 OJI�R NROJi IN COLUMN. CC BLOCKING ALONG TOP CHORD � PT x2-LSTHD8RJ FND HOLD-DOWN FLOOR RIM JOIST-TO-FOUND ON CONNECTION"G" DET. DETAIL #U NAILER. TRUSS FOR SHEATHING 2. U WITH 20)Ed SINKER NAILS IN COLUMN. _ WIND HOUSE "B" AT 15" CLOCKING IS 2x4 (D CTIDN _ AT 1G'OC MAX AND IS z OPT•1-MSTCM60 FNO STRAP TIE SP® WIDTH (2)FSR FND TWI STRAPS WITH(8) REOUJR D FOR A MIN. Oz WITH 25)l6d SINKERS IN COL U uO G Zg 6 (141 L4 x 2-L4 T37EN5 IN HND, Z 90 thru 28v Q IDd NAILS DJ RIM ST,(21 1/2" FOR ON-51TE FASTENING LL OF 60 P5F Z 120MPH 3-SECOND BUST SEE BHT 71 ]20 y "OR' O 120 31v ONE FSBOLTS OLIN F N NPER FISNI'OF OPT v2-LSTHOIORJ FND HOLO-DOWN CO RIDGE VENT OETRIL FNO WALL ONE FSR STALLED ON CONTINUOUS VENT SEE TE•1 F SNOW DOUBLE TRUSS EACH SIDE FOR WITH 281 Bd SINKER NAILS IN COLUMN THE EXT OF FNA WA 2 OF R MAX LL OF 80 PSF.SNOW 2x4 TRUSS TOE RIL 21 I6d NAILS PSF ZONES IXC®ING 80 PSF LL FROM BTO 2.4.ARIL SIDE HAVE(31 TRUSSES EACH D HOUSE IDTHS LESS THAN 28 FT IN WIDTH TO USE 28 FT CONNECTION SPECS MASTER SERIES 22 " AX 22 I/2'MRK NUMBER OF TRUSSES SHALL BE 21'WORS CASE'CONNECTIONS SHOWN ABOVE LESSER CONNECTIONS ALLOWABLE BASED ON SPECIFIC TRUSS,PO -- CONTINGENT UPON LL RATING D AND SITE CONDITIONS SEE CRLC MRNURL SECTIONS 2563 AND 2565 FOR SPECIFIC SIDEWRLL CONNEC DNS OF TRUSS 5 CRLC MANUAL SECTIONS 25.63 AND 256.4 FOR SPECIFIC MRTEWRLL CONNECTIONS. IRLL MODELS 3) SON CONNECTOR VALUES USED RBOVE OTHER CONNECTORS WITH>OR=VALUES MAY BE SUBSTITUTED FOR FOR RBOVE FRAMING DETRILS MUNCY HOMES, INC. DETAIL "B" OR 7/12 TRUSS AT 2 'O.C. 5 OR 7/12 TRUSS AT 15" OR 192" OC. 1567 PR ROUTE 442 SCALE: 1 1/2"=1'-0" MUNCY, PR 17756 - SEC THRU OFFSET OF WORK TYP ATTIC ACCESS AND SKYLIGHT FARMING DRN BY DATE SCALE REV. SHT. NO. SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" DATABASE NAME OS\Sa MJL 3-22-91 SHOWN 10-22-2013 Be ti =z,�a.,::;';,P$_y LS•r.,.. F";~a���. C'x,:.K^T RAFTER is,R"�_R F?'£"�� >,:?k` c ,"3. `���c=N ^ - out W-a i?`0w4a a-S 4 r o r. =r -E �i^}•r_ -`c^"c—. �\ /- / c- ?t5 a"^.-'•,�w>5` yu t_•c. >Ur­ ,�"E!.-"-+.a.MTA!!, .'.".::,a 4, Z, tom"�S a-:.. r---„ 22151w�w FS£F�'>•' w V7,' i31 ea w-:L^a/t..r2 t r__. j i- y. r„Ri.. � ,.d' E _ Y, -:e'.:^-G�`��s:=3^.=��G'•;e;�;F.,=,2�•<'s `s� I, i i � fEE� ..G+�`r„✓ ,`j ! �i ti � �/`/' 3 sx£G•`J.�P:cr r=C'S ac'==:sd^�?'4 w.e �:,= - }} :"tifk-n^.- -aE t=AN-11LERS _is -^'a''�}laJ^--•�++...�VY�' a �, -a-J" / 5 J%�f�G�� `i, rJ���v,.r,..a^.�� P ey OT-£95 PT - :as's s,........ GF Rll_==Jzc r. - \�•.<. # ^r ::ca;^+•tea? /�;' _ NXF C,".L.'r'rz=tr!IrlTt"*< iC [ M Gap'rem'MOSIC � € L•^-• (F-2-vTCRY ir"`rO,a"�'"E_iIM L>V+E y mss�. /r• 26 i e r- S LCO&Z R:F Fes'•=^a S%'L=. !4`-i j" Lv - e,, >R X.r`,•fi_£r ss--- LATE w' qn: ILL Ml 40 12 ' I •§..E�i' J n Y?jz- 61' PSF-11C L rsa,_ :.6 c :,F--.. '€ I `.E 3 ;.wrrTc=F C,e„fi ji , L066,F it u>V" I VT Cr^-? c-:.?n L.-•>^.aF.3�r;� V03 Fc-&C POP, _ .. -- _Fc 't2�C Jj 5 w>a k: 3j3 > is of vi 6:c Q 5�V I EFas ,. .�... Tz C:,^SiTc EY?,:_&__R f lJ t \\ sx STF CZrr-„R£tl LA,..!ew. :',,.:. 6 i 22 13 �•:; r Ts^ ,-�y a:i-zeh>.T f7• itis-4 2t-'� „-. ^'•^ 5:?:.."-`== ' d LCSF:;r a:`a Fs4z t'r:. OIL ^_'�s —•.._. ��-ti-,. M �Y-_^� ?.:o =AY`_N.^. � ,rr=ci.� �d•r`rBiTP�}:x.:.. t �•:.�-���.,,5X. f r I++ E 2<:iw=S R„a7,. ➢ � �a� i L712 Sc­IT" 2 S" >W=s NSNS J fe—�,.:.F SnW'?M i='&M �^•:.fc�2 +""C.14-S:N Tz SER£Y-SL'FF.n' �/LL' '� ms 0 QEF s . Ns�= c , Two 5`•T £:Ec+._.v. � _ t CG_,.. MST BE�.`�.,c.E~>•MHz 4La Ms-t;.=O Y ?ow M 1 t WO-) rt"'r:rn t£:.F'•�•5",:r.'-_�•�Sc r... �� �^L..`,. �(d,..:- a ,.•Ki.� t i {7:tlSN 'rte.3s5:cS-:f..C; PER i a.T='i ti € Ch. 3 r rv,r-,2A:is I'F+ 1\ f+ + est_,,,/ � ;•iS�;r§''~5 E :-* ..-j--_..._�'K��, 1 E __ �.> /�('� PCR „,� }'� _ 111 1y ># �D cX:!�,i1Mc C, Srv•�T. ..,.r;'l-'l` GLT,, R',"'7 T�.fi-=•�...R €l f PCRCy i l)ice( �7 I ... ! f..eve•, ,> 7 CEPi12TtFLC^tY.tJY IMr-q F3R�S+a# �sG-FrT r'e;..Y. - I C_*SM rsY��z 5/12 - 2S' sf1Yl� sn arnawc.�E was €A�.rz�au oFe�rtnonenc 1tL381_ 2et�'-o�.s_ �ztr-rs ova � ,;3 - -" ,. „. i -s = �- x = z ? a a� zr c r- ,�, c :`c-t� v :e€ s� >• 7a " :c " At,- 2 r_Kc <,k3--a SLS ck EWA"W :2'3.^..r':+X- I'c p=�;=r'N..SR+ick^�';rF�.� I c-.az�sstx�a�Aa�>xs,s.-r<•rrac.��ew�=sa.:x r <`>crtiL�U C yD _ Gri:g�st�:.c�;.a<•`:m"S.eirs>. 2JS3%T$ on �^r,., j R>::;r�tR Yn PLL�� >n � 5 aE? Ga�,'v.7 2a-ti '>], '> agate a....>xEa :rr^t.•wx=_rc.-<nLa -_ :..�T Lf+r.�Ci ,t I ( t614A�.d N—,.� i':YERT>:L'0 +' i W,:.>: jj £r ! 2 i _-_ �^-L � �I�..�—E `�3 Sa�:�'VT�.•�y t 1 'k' < TO v?..'fi.5 CR e9,r a2:=, T't`SI'.»'i-1\�-Zx5=�P=2l=:t;2k"u.. "?3K'�' G�7ti Y4'..: �G.: �i—L, . '_'.a4`=2;c"r�_�:5.�'RS;�-s ?,x6 VT Rao=2l=I g n ci: 00;qGn Q a"„J �- I _ [ > 2z8?> .2/B: 'S €uF' rRR..ESE . •^ .Y:w'W S� 'L:�.= > ��%'=1 II 1 # \ I ESEusT”_^ Y W_.!=T-In 512 OR ar s t zrn,3Ll l r § ^�Lj,, `n - £ 1`-ate. IL =5 120MPH 3-SECOND GUST �� ! �•—3!Z'P':;•,-ic';r�L. E :rte 5:AT : -i 2t>taw. I=:2 i.RN+'..ix:. �Fc T!,+c .. �i u""riG•.�.Sru:�uwS � +3� S ( _ _ - POSTER _ - ;<j so, ( 1 ( '^> 5 ii j z /:`J ..R +n .>'Y SY'�v ,J ' r ,.H. .c c... ` * �G� -•��'•r-_"-�=rte i�� i � =R�"rs�'>i4 �;_ ���S € �'.'SS_CSa,-io:4='7 S!:2'J--, 2/12 ->._. ti^ j 'e-� £f7-x'3¢v- ��`= = a c ..cam LC-03 . tw} r Fs..�r`i •w.ani=- ? _ _ ,,. •3 F X I "a.ti,•�`r1`L" I' t.-' C .. , nE�_C3 C.^E id�a.�.i�/:2 ia�,.�..YY C'C`S;.:4YLF�.7i=E �� 'H c' � °�YJi ,\��:L •�•fii Na >-" C�'. t`i� i t"°i�E._+1 7 •�. t R r>..7 tT !-• £ r!,- ;-EI - � \z 1 T t 1 Tv",t C°I,�_ l�.lul �. -ri^� -I�`:R:�-+E J. E-2-5-EN-Nn nr' W! p�1 C I E #-, ' '`51 -'-s` Gt-^H 0) cG�•3,de'=1<"L,,. � -:,rd�.-r;T TC':t„�'".-..��;-fv2£�"^=iG x�21C,S t _RC 5 Nr, L4=n �._. FC_V. �_� van