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HomeMy WebLinkAboutBLD-81-815 �� 11 / 9941 o, K. Fe• w. 0. ..t `1C OAa ✓�.�G l& Application tot:- a Permit to Build oi ;-, ,.., , r 360 3 C i , pf . 6 7r �iY Fee must accompany this application /��/01/i A.1t — —'gRp, .. P�q� 4P . S'•; acfO L' Yarmouth es- 19..W TO THE BOARD OF SELECTMEN The undersigned hereby applies for a permit to build, according to the following specifications: , 1. Name of Owner (",v/ if ffZai r 77 i /C ti is r Address rJ y O X (, 411•h(f Off`./ , E; 2. Name of Architect (if any) P0e--/tel— c•D6' e_aAD/r F . / 3. Name of Builder SAyvte j ft 13 5L,€ , filth 4. Precinct No. 99 /^� / Lot No. I) 2/ 3 4/. Paan: Name or No. /� l73��/ 5. Name of Streef�'� /L - ( ,f9 et 3 2 6-#."--"--)/I 6. Purpose of Building C. 0t f /640ytc-/AL' \J 7. Material FAA ill- — . 4f/ gt I s/ 41.too ar 8. Estimated cost of building / �j O 087 • COVnn• • fl ?2 / �iJMboK.as '_�i auk 6 'X Ad 9. Dwelling 7 y3 sf %THIS 10. Cottage _ - 11. Heat A//L TO /9 //t. LLP-(fLt L ' T fe,061P--S -- f y, 12. Basement 4/0 f , - %71/1131 13. Garage a/0 X` ` ,/x 16 11S . 14. Store sle in 6,2/3- II r o erroI) 15. Shop ) 6, b t1 - $C T,C 5- GI _ 16. No. of stories n 6'0• b D �1 2 � � 1� 17. Is there to be a Store in the lower storey /1/0 / 18. Size of Lot. No. of feet front 3 2,1 , No. of feet rear / t7b.J No. of feet deep 19. Size of building. No. of feet front 1 I g No. of feet side 4" No. of feet rear t.,{ / 20. Distance from nearest building: Front _i ft; side 1 9 ft.; side -fft.; rear 1 1 ��' 21. Distance back from line or street 950 , from rear lot line 3S' / , side line g Show by diagram the location of propsed building with relatio� DNam tances from adjoining 1 ts,, on reverse side. y /� � �JAd .6 o? ! 1. n-iti-O Q'2-✓ ' G4/4_; . D 2 6 7 S Street Name I v . r Left Side Depth of Lot ` r .W/ -- _ rnm m p O z m r 0 0 m r ' 0 _• 1 . I 1 ... - ' i A I i ' 1. 11. 1 1 I . 7. I a - "fir, ; , Right Side Depth of Lot . — — . . 1 i Street Name 1 v • APPLICANT:'/ ( � k / 0-414_ r- - BLDG. PERMIT NO. LOCATI&N OF'PROPERTY: (2P, ( DATE FILED: //-s--2• / TEE FOLLOWING CHECK-OFE SHEZT IS DESIGNED TO CLARIFY THE PROCEDURES AN INDIVIDUAL MUST 'FOLLOW IN ORDER TO OBTAIN A PERMIT TO BUILD OR ALTER A BUILDING. THE BUIL•DING'DEPARTI+GENT WILL CHECK ON THE FOLLOWING: (A) CON- SERVANCY DISTRICTS (B) HISTORICAL DISTRICTS (C) FLOOD PLAINS ZONING, AND ;PILL BE RESPONSIBLE FOR ASSISTING THE APPICANT THROUGH THE FOLLOWING AGENCIES. 1. RESIDENTIAL BUILDING: A) CHECK WITH THE HEALTH DEPART?.:ENT IN REFERENCE TO SEPTIC SYSTEMS FOR SEWAGE DISPOSAL. B) CHECK WITH CONSERVATION COMMITTEE IF THE LOT BORDERS ON ANY TYPE OF "WETLANDS. EXAMPLES: STREAMS, PONDS, RIVERS, OCEAN, BAY, BOGS, MARSH, ETC. 2. COP.2.TERCIA1. UILDING: A) EIIGINEERING DEPARTMENT-FOR PARKING AND DRAINAGE REQUIREITENTS, TOPOGRAPHY SITE PLAN REVIEW. B) CONSERVATION COMMITTEE-IF LOT BORDERS ANY TYPE OF WETLANDS. C) PLANNING BOARD-TO SEE IF LOT COMPLIES WITH ZONING BY-LAWS. D) BOARD OF HEALTH-FOR SEWAGE DISPOSAL REQUIREMMTS, HEALTH RELATE ACTIVITIES. EXAMPLES: SAUNA BATHS, SWIMMING POOLS, RESTAURANTS, ETC. E) FIRE DPARTMENT-FOR PROPERTY PROTECTION, PERSONAL SAFETY, (SPRINKLERS, SMOKE DETECTORS) . REVIEWED BY: 'r/� 7f EIGIITEERING DEPARTL4ENT: YES DOES NOT APPLY SIGNATUR L,, kat-DATE 0 d. CONSERVATION COMMITTEE: YES DOES NOT APPLY?SIGNATUR ,"5/y,tDATE �/ 3. PLANNING BOARD: YES DOES NOT APPLY SIGNATURE DATE `BOARD OF HEALTH: YES r/ DOES NOT APPLY SIGNATURE° /.,;Aj DATED, 5 . FIRE DEPARTMEIIT: YES DOES NOT APPLY SIGNATURE DATE COIF ENTS: I , t 1 • , t.'2\ • TOWN Of YARMOUTH 1. (-(k. (,,h:'"�f , WATER� ER .DEPAR EMENT { ),:in 162 UNION STREET � _ --..- 0/1 `t:."`-.0 Y 44nCU7H PCR C, MASS. 0267s r • tf- Warm Cnln r.•••e-o-re- ...r t •.1 rr Iv.ttrei envwls Gloats; Iar Crs CVGw, ,n m'n nr i , I PLIII_IIICK 1 1 HA'IWO Ar 7.A0 PH. AT UNION STRICT orriC[ • Rniirtt C. (AIWA to-is. .PR T,IGI%AS r ALLI EY iii-Irai.:rrr,,., Date November 6, 1981 ' f.1 WATER AVAILABILITY . MASSACHUSETTS GENERAL LAWS CHAPTER 40, SECTION 54 Town of Yarmouth Building Inspector, Health Officer Please be advised that the public water supply of the Town of Yarmouth is available to service Lot(s) RI. 2. 3 , (street) Route 6A , • as shown on Assessor's Sheet 129 , with the following provisions: (1) Review and acceptance of, the proposed water service location by the {` Yarmouth Water Department, in reference to Health Office approved plot plan(s) as shown above. (2) The -Town of Yarmouth Water Department through its Board of Water ' Commissioners, has the exclusive right as to the location of any and all water services, fire service lines, or any other attachment to the distribu- tion system. (3) Further, until such location is approved by the Water Commissioners and/or the Water Superintendent or his designee, the public water supply ' shall be considered not available to any lot, building or other structure requiring this letter to obtain a building permit in the Town of Yarmouth. (4) Field changes made to any structures or additions to the approved plot plan(s) , especially sewage disposal systems,, without,express, written -" permission-from the Water Department; shall automatically make this letter of J availability null and void. The Water Department will assume no liability the structures,the expense of relocan , or the water service, if a conflict in. location arises. . • (5) The Department will require 48 hours, exclusive of SatUrdays, Sundays , or holidays, from the initial request for a letter of availability ' until its issuance. ' (6) This letter of availability will be valid only for one year from , the date of issuance, • Reference: "- .' U� �' Name Winkir Realty Trust l-CYarmouth Water Department Address Box 4, Yarmouthport, MA 02675 Ya,,s,J� Application to II .; YiM`�Ok jp" yJ 1. ,V/ �\ •, Joe � , —m Old Kings Highway Regional Historic District Committee 1 • in the Town of Yarmouth for a • • CERTIFICATE OF APPROPRIATENESS .; Application is hereby made, in triplicate, for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470. Acts and Resolves of Massachusetts, 1973, for proposed work as described below and on plans, drawings or photographs accompanying this application for: • CHECK CATEGORIES THAT APPLY: 1. Exterior Building Construction: [, New Building ❑ Addition ❑ Alteration_ Indicate type of building: ❑ House 0 Garage ❑ Commercial ❑ Other • 2. Exterior Painting: 0 3. 3. Signs or Billboards: ❑ New sign ❑ Existing sign ❑ Repainting existing sign 4. Structure: Q Fence ❑ Wall Q Flagpole ❑'Other - f (Please read other side for explanation and requirements). TYPE OR PRINT LEGIBLY DATE October 8 , 1981 Sunflower Market Place • ADDRESSOFPROPOSEDWORK 923 Route 6A, Yarmouth i ASSESSORS MAP N0. 129 Y OWNER Winkir Realty Trust ASSESSORS LOTNO.Y1 , 2 ,3 ,4 • HOMEADDRESS 21 Essex Way, Yarmouth Port TEL NO. 362-6855 . FULL NAMES AND ADDRESSES OF ABUTTING OWNEpS. Include name of adjacent property owners across any public street or way. (Attach additional sheet if necessary). Joseph and Jean Jasie . 16 Anache . Yarmouth 02675 • Nicholas Pappas , 9 Angus Ave , South Yarmouth 02664 James Robertson. Pleasant Street . Bass River . MA Barrie Cliff, MainStreet, Rte 6A, Cummaquid , MA Tamps Poi orcnp , ,Tdrirjtti 1 Rnnt} Ynrmnuth Pnrt 07675 Ivana Liebert,Tr . , P.O. Box4 , Yarmouth Port, MA 02675 AGENT OR CONTRACTQR,Tgmnc Tiacl nr-''' TEL NO. 467-FRCS 21 Essex Way,/Yarmouth Port , MA 02675 ADDRESS ' o„ r" , DETAILED DESCRIPTION OF PROPOSED WORK: Give all particulars of work to be done (see No. 8,other side), including } materials'to be used, if specifications do not accompany plans. In the case of signs,give locations of existing signs and proposed ' • ` i locations of new signs. (Attach additional sheet, if necessary). i f. Circ 1 m tv w s - a ea; 51vcco p,Q . 2,crc 1/4We-a oR fZE,+m ie--A `r See attached plans . Colors : Roof to he frost blend, trim white, doors dark green and white cedar shingles on all sides .. . Signed .t�r< e�- 1. f� 1/$ lC Owner-Contractor-Agent - i Space below line for Committee use. Received by H.D.C. t fr Date 11 The Certificate is hereby__ '4: 7 ./,..�/1/I► - -. Date i / p Ire ' f Time By A)/ 0I '` G%f + Approved IMPORTANT: If Certificate is approved, approval is subject to theay appeal period provided in the Act. /14 Disapproved ❑ Please return to: Yarmouth Historic District Committee , P.O. Box 124, Yarmouth Port,Mass.02675 • . fna/._r-ac--a. a: '7c'?^to,/ I-,;ln..;a: A"a'7evaOdJ1 w..,...._ , .. rh .Y.�JOd Hm,/n(%!N 3t.,'1., :43-A.1077/44 60 -aao.7 ,& Aa'nS 30,SAV£7 /le6/,.!? ',p.p..? fVO. %* ,,R31lp9b J ' t <Atooa0a9 •.9Nc Iva CZl,b'0O7,,Sb'M.° N ,6986Lr''o ' L1 ..r,' ' t /1/oga:v.H 'nrrvnQHS nwi.,na1S ..YY;-;-o 4,'. , r ; „ , .:,• -iL1vH.L',-Cd/1aYJ.Aq 'a',rHt y, . ^1� .n vecn .gbtZ9£ rtiQ .. 'a? c," ' (o. .'pi9vcs Nzrve)Sao O .•BF aS�'9rFY./•9P ",:i �a'1 s19 9a, / ii cr C2P a'O J 9a; F t? r s" :. sv ,.. z1� ; lt•ErEL07 9/v/99 • mos j ''7t»S` !/ ` N'No ,4. /Yty7d . 7d, • • . , c GG y( ? 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IVAN 6e 1: REQ `i11 y, I ��� V o.29157 • iv-1 -17 Vei " .cke.`�0/ FSO f rf873/41 F\ORAL • PART FRAMING PLA IV t CORAMe SOT 01-0' SCTOAClC '• s'7-3$•3£T81CK _re 09MMAO / JACK ',Tr• I . '•I 1 (off"(o/yh/ . • ; �, ss/a" 1/ide MILTON E. REEDER 1 4_& Vic. 64--s"B" 4JIIJS r <'' 2=4"/ie/ •/ No. ��•� 3989 - K glitz co l:/ RAPTCP REGISTERED • PROFESSIONAL ENGINEER ' sire PT \ :�• /•Ce/L/MC, JO/ST 144m6 I- ' . _ e . 2X� weoyF BY o�NEe OCT 71981,: 2-71/ �e J4)J5,16 • 'Z4 Jr, Jr, J3 ' `'-: 1608 NO, 815127 ITPC•-1866 (MODIF) TOP 8LP • 4.16/17 TCLL. 3Q,0 PSI DESIGN PER TPI-71 10. 7.11 ' _ DA -PAGE. 2 OF S MN* 41-03.06 BUTT CUT •'0-00-04' TCDL. 10,0 PSI'. NO REPETITIVE STRESS Y05,13 . IV, - 0/A HT• 3-06.01 SPCGa 1.00.00 ,/(✓ 5LP LGTH 6.07.12 BCLL. 0,0 PSI' TRUSS NON.SYM ABOUT CL 9M .. � J3NA'RELIABLE HOMES INC e , • BCDL. 10.0 PST IMCRIPLa1.15 LMSI,15 1.2,0 ' . 410I GIRDE616011-1 . ' LFT CANT 0.07.27. TOTL• 50,0 PSF GIRDER TIE-3N SYM 6.07.12 Y { y5. A4 5 PANEL LENGTH SLOPE CHORD FORCE IIOMNT WEB FORCE PANEL LENGTH SLOPE CHORD FORCE MOWN? WEB FORCE y FI•IN-5% /12 LBS YN•LB LBS FT-IN.SX ' /12 - LBS IN-LB LIS "19 P 1• 4.11-07 4.16 C 1.•17147 662 N I. 708 P20. 411.07 0,00 C106 12420 1273 610. 2221 , ' 1 P 2. 3-08-05 4.16 C 7.-12650 662 W 2m •517Pil• J-06.05 0.00 C11. 12420 1301 811• •2094 I ! P J• 4.08-09 0,00 C J•-15603 4787 N 3m 471'.7'-.`. PI7a 4-U6.09 0,00 C17. 11950 1656 b126 4179 .9 g' P 4. 4.10-05 0.00 C 4.-17500 4934 N 4• 4329 I'll• 4-10-05 0,00 C13. 15603 1707 W13• 421 ' „9 { P 5. 4-10-05 0,00 C 5.-17500 4934 M 510 .7094 -. P14. 4.10.05 0,00 C146 17500 1707 114. -511 ' ' 9 • P A. 4.10-05 0,00 C ba.17500 4934 M 6. 2219 P156 4.10.05 0,00 C156 15601 1707 Wt5• 106 • '9 4' P 7• 4.08-09 0,00 C 7a-15603 4767.N.7• .931 , P16. 4-06.09 0,00 C16. 11950 1656 ' . �'- 9 4 P 6. 3.08-05 -4.16 C 6..12650 662 9 6a 0 P17. 3-00.05 0,00 Cl?. 12420 1101 '9 .1 P 94 4.11-07 •4.16 C 9a-11147 662 W 9. .937 P18• 4-11-07 0,00 C1611 12420 1273 ' 04 F' ADM UNIFORM LDS. C 3• 152,9 PSF, C 461 152,9 PST, C 5• 157,9 PST, C 6• 152,9 PSP, C 7• 157,9 PSI, �, ,,� _ C102 38,2 PSF', Cll. 30,2 PSF, C12• 31,2 PSI', C13, 38,2 PSP, Cl4a 38,2 PSF, C15a 38,7 PSI', C16. 38,2 PSF, C17• 38,2 PSF, C16a 36,2 PSI A', ADO•L CONCENT LOS* J la 872,9 LB, J 6• 872,9 LB - . I LUMBER DESIGN SUMMARY•S.•.•.ca(DESIGNEO IN ACCORDANCE WITH TPI.7/ AND NDS-77) • ' -+ _ STRS RATIO. AXIAL 4 BEND FB FT IC , _ T TOP CND 7X 6 NO 2 KD SYP 0.987 • 0.769 + 0.218 1100 675 1700 IWO PLIES MUST BE SECURELY • ' A ' BOT CHO 2X 6 NO 1 AD DN SYP 0.791 • 0,738 N 0,053 1956 1250 1700 FASTENED TOGETHER AS A UNIT, - " A, 1 ALL WEBS 2X IL 4 NO 3 KD STP JOINT REACT(LB) MIN BR0(IN) TOLOAD OCT AT 415. 1.121 IN, ' • I: (J 1 ,10) .4529 J,5 L/01118 419 1.41,291? CANS 0 1/7 , r1 CONNECTOR PLATE SELECTION (CONFORMS TO HUD TCB 17,05,80CA.71-71,11CC 72121.76) j •R JOINT HYDRO-NAIL SLOT LOCATION JOINT JOINT MYDROAIL SLOT LOCATION JOINT ' 'R`' PLATE SIZE DIRECTION X (IN) T TYPE PLATE SIZE DIRECTION X (IN) 1 TYPE ?'4: (J 11 5 1/8 114 D PARA-BC CENTERED IA 6101 5 1/8 114 0 PARA-BC CENTERED ' IA (J 2) 3 1/8 X 4 0 PARA•CD 2 3 1/6 5 IJ111 2 0/4 X 4 D PARA-WO CENTERED 4 - (J 31 5 1/8 X 8 D PARA-FC 4 2 1/2 BB (J121 4 1/8 X (0 0 PARA-CD 2 4 1/6 S ' (J 4) 3 1/8 X 4 D PAHA-CD 1 3/4 1 1/6 5 (4131 4 1/8 X (W D PARA-CD 2 4 1/6 $ - • ..t ::to ., , (3 51 3 1/B X 4 D PARA-CD 2 3 1/8 5 (4141 4 1/8 X 6. D PARA-CD CENTERED 7 ! (J 61 1 X 4 D PARA-WB CENTERED 4 (J153 4 1/6 X to 0 PARA•CD 1 3/4 4. 1/6 5 • 6 71 3 1/6 X 4 D PARA-CD 1 3/4 3 1/8 5 616) 4 1/0 X b D PARA•CO Z . 4 1/6 S , • (3 B) 5 1/6 X 9 D PARA-FC 4 2 1/2 18 (4271 4 1/8 X 6 0 PARA-CD 2 ' 4 1/6 S ' - ' �d (J 91 3 1/8 X 4 D PARA-CO 2 3 1/8 5 (J111 Tj I/4.-JI 4 0 PARA-WB CENTERED ' 4 •CMD SPLICES-SLOTS PARA TO CHD(16FT. MAX LUMBER), ••"(PLATE RATINGS)•.•• ' ' (C 6) 5 1/8 X 6 D 'C 70 GA, O (771 PSI NET) IC131 5 3/4 X 9 H 16 GA, X (143 PSI NET) i OCI ' tib (C151 5 3/4 X 9 N �,� +�1r�Jy :�, SPECIAL NOTES( - Nn 29157 1, TOE CONNECTIONS AND/OR MEANS or SUPPORT (DESIGNED BY OTHERS) FOR THE - . +}411" 0.4' � - _ • ADDITIONAL LOADS SHOWN ABOVE ARE THE RESPONSIBILITY OF THE CONTRACTOR ?f10xA1 +0�' AND/OR FABRICATOR AND MUST BE MADE WITHOUT DAMAGE OR ALTERATION TO %MUSS, - ' • ' . Q, ADO 2 18 PIGGYBACK TO ONE PLY OF GIRDER TOIPORN DIN HIP MU. OCT 1198 '. I (SCE oeran MILTON E. REEDER - }' 3, THIS IS A GIRDER TRUSS WITH A MAX TIE-IN SPAN O/ 8,65 FT AT 50 PSI, ,;; . --- .. Na.f . . 1 SJ.80 31.40 31.40 ' 1.40 31.40 S1. y ' !alga. " t le. 31 1 40 ® J® ® ® ®0 REGISTERED ® L 31.40 PROFESSIONAL EMCINEA ' - .. 21h 31h 1/6 3 ' - [ I32- ` -- - I 3142 , stis sniam iei L.7N• 91h 4UB 41/e 141h y1h ��1 II - ,�. © 1n1 7f9 F "'' S1•140 24Q 4I' 4;; 1. X131 Ln IJIII ' '1 .. � n,i 60 41.60 41.80 , - ,.LV1a(.() 211 V0 511)H0 ',• 4-11-07 3-08-0q 4-08-0q44-10-05I 4-10-05 4-ID-05 4-08-09 3-08-05 4-11-07 . 'f fir 1186Gj 41-03-08 •F •. • F' DESIGN VALID ONLY FOR USE WITH HYDRO AIR CONNECTORS.THIS TRUSS 0 DESIGNED AS AN INDIVIDUAL BUILDING COMPONENT 111410 EE IN I NOTES: ".';1 } COAPORATED INTO A Su1LDING DESIGN AT THE SPECIFICATION OP THE DESIGNER OF THE WILDING BRACING SPECIFIED IS FOR LATERAL Su. 1. CUT AIL MFMBF Al TO SEAR. ^:., T. PORT OF INDIVIDUAL TRUSSMfMIERS ONLY.ADDITIONAL BRACING Of THE OVERALL STRUCTURE MAY BE REDUIREO FOR GENERAL GUIDANCE 'I. CENTER FLAMES ON BOIN DOES; 'T A SEE IRALING•000 TRUSSES• FDA SPECIFIC TRUSS BRACING REQUIREMENTS CONTACT BUILOINO DESIGNER FOR INFORMATION REGARDING WISE N0 TRUPLATES UNLESS d'Oill'; HYDAO. 7/AFAB RIC ATION DUALITY CONTROL.STORAGE.U LIVERY.ERECTION AND BRACING OF TRUSSES,CONSULT THE QUALITY CONTROL MANU AL AND 1. INDICATED CHORISPLICESMAII 4:• ENCINEERINC,INC, THE NECOMMINOFO CODE OF STANDARD PRACTICE•, BE LOCATED 14 OF THE FA NEI„ PO Oe.IRB S,Lod.M1,.NON Ism - LENGTH*JOINT WI MEASURED FROM ('AVAILABLE FROM TRUSS PLATE INSTITUTE,100 W CHURCH ST..FREDERICK,MO 211011 A TOINT �_ J4' - .Ar4t+•ZBs/b.N++i^Y'LL!•'MN•'.v. _ .a. }'Ml.;•.• . .wr 7' R 80l#JOB'N0, 115127 TYPE. 1666 CMODIF) TOP SLP • {6/12 ICEL.. 10,0 PSP DESIGN PER TP1.71 10- 5.11. '..,. IDA `We J or 5 SPAN. 41-03.01 BUTT CUT • 0.04 TCDL. 10,0 PSr REPETITIVE STNS USED V05,13 IA%•�. 0A MTs 4.10-12 SPCG. 2-00.00 SLP LG7N ( A 7.12' BOLL. 0,0 PSF TRUSS SIM ABOUT CL RH "t� 143 *VIEWABLE HOMES INC // l-i BCD'. 10,0 PSF INCRIPLN1,15 LN41,15 L210 EN' DH2-DH3 Lit CAN 07.12 TOTL• 50,0 PSP ROT CANT 0.07.12 1:::. •S Aid' 3I '3;PANEL LENGTH SLOPE CHORD FORCE MOMNT WEB FORC� PANEL LENGTH SLOPE CHORD FORCE NONNI WEB FORCE ' " PT-IN-S% /17 LBS IN-Lb Let FT-IN-SX /121115. IN-L8 LBS 11 `", P 10 6.11-07 4.16 C 1. •5236 3149 N 10 )t6 ., P13. 4.00.14 0,00 Cli6 4664 497 N 5. .52) ' 4P 1• a-0N-05 4,16 C 2. -4368 3149 Y 2. 't90 , PIA. 3.11.02 0,00 C14. 4126' 717 M 6• 277 •C - 'p 3. 7.11-02 0,00 C 3. .4666 1387 N 7. 443 ., 'Pls. 5.01.05 0,00 CIS. 4946 1144 N 70 .325 4 ► 4• 4.00-14 0,00 C 4= .4155 143W N A. C16■ 4946 1144 i,' 110 P16. 6-11-01 0,00 'MM LUMBER DESIGN SOFNARY..•.=....(DESICNED IN ACCORDANCE WITH TPL20 AND NDS-77) w+ 1 COMBINED STNS RATIO. A%IAL • BEND EH P7 FC 4. TOP CND 2% 6 NO 2 ND SIP 0,701 • 0,460 • 0.241 1100 675 1200 T08 ,BOT CMO . 2% 6 NO 2 ND SYP 0,660 • 0,772 • 0,081 1100 675 1200 JJA .'ALL WEBS 2X 4 NO 3 KD SIP JOINT REACT(LS) MIN BRG(IN) TOTS LOAD DEF AT J13. 0,616 IN, . ,''A,,..,41 IJ I, 9) .2064 3,5 L/DEF• $04 L441,29P2 CAME 0 114 ' - =M6 e • : CONNECTOR PLATE SELECTION...a•e....•(CONFONNS TO HUD TCB 17,05,80CA 70.29,8bCC 72121.78) • `J. AL'( JOINT HYDRO-NAIL SLOT LOCATION JOINT JOINT HYDRO-NAIL SLOT LOCATION JOINT PLATE SIZE DIRECTION X (IN) I TYPE PLATE SIZE DIRECTION X (IN) T TYPE • - LIEU l{ 91 4 118 X10 0 PARA-BC CENTERED 13 '. (J 7, tll 3 1/1 X 4 0 PAPA•CO 2 3 1/1 SSA' (4131 3 1/1 X B D PAPA-CD CENTERED 7 _ ' LI - 1.3 1, 71 5 1/e X 6 D PAHA-FC 3 2 1/2 BB (J14,123 3 1/1 X 4 p PARA.00 2 3 l// S L) W 4. 61 3 1/1 X 4 D ,PAPA-CD '2 3 1/0 5 (415,11) 3 1/8 X 4 0 ►ARA-CD 2 3 1/1 5 - (J16,10) I X 4 D PARA•NB CENTERED ♦ .: ,•CHO SPLICES-SLOTS PAPA TO CHD(16FT, MAX LUMBER). •...N 1 '6"IC 71 3 1/0 X 6 0 (PLAT[ RATINGS/Aug 1 6,.(C111 5 I/B X 6 D 20 GA, D (223 PSI NET) ET) 12! ` (C141 5 1/0 X 6 D , . ADD 2 X 5 PIGGYBACK TO DIN NIP NO, 7. IO FORN DIN MIP NO. 5 ONLY, .. ' . ' "__ . -` �i St©0 31J4 0 1.40 rn 1'i . , 3jf4D 2T 31 • • El ii• n 1 4.17 3L/e 16. 2 , .'a llilik . 2 arillit k 1 2 - C. d �-7fq° L31� `31/s v. Lai 4,,100 HoJI 114 1.90 3,,40 3;090 31, J) ' 6-11-07 _I t.i S-OB-OS 4 3-11-02 -I_ 4-00-14 ra 11 6 6 61 - 111-03-c3 " I _ _• - . ERs • ,e OF Ali sit .1 J I1J N' tv 6.3e1 - 1 ,.a.41....: MILTON Yp,�7 + �( ;iris. REEDEpIE \7 • IS No t95s7 /1 \` 7 'S`aCl$fEPE'C•C • ,1 RORRU T AT LM•OL [-!:-.-!!::". A • ":,1 t' OCT 7 7981 , ,. • - PIRGTBACN Dr TAIL •. . ., . . . . 4 . PFceL_ .. _. . .r • • i r �t. . ,. . . . . )i II II'• • ) DE SIGN VALID ONLY FOR USE WITH HYDRO AIR CONNECTOR&THIS TRUSS IS DESIGNED AS AN INDIVIDUAL 4UILDING COMPONENT IT IS TO EE IN. NOTES. , ^ ; COAPORATED INTO A BUILDING DESIGN AT THE SPECIFICATION OF THE DESIGNER OF THE WILDING. IMAGING SPEW IEO IS FOR LATERAL SUP I.CUT ALL MEMOIRS TO NEAR.'•" "-; PONT OF INDIVIDUAL TRUSS MEMBERS ONLY.ADDITIONAL BRACING OF THE OVERALL STRUCTURE MAY if REWIRED FOR GENERAL GUIDANCE 3 CENTER PLATES ON BOTH SIDES• r•--T• N SEE IMAGING(40WISE NOTED INTS UNSER e" j ' HYDRO-Ali FABRICATION QUALITY CONTROL.STORAGE.DELIVERY,ERECTION AND(RACING OF TRUSSES.CONSULT THE QUALITY CONTROL MANOR(•AND 1.INDICATED CHORD SPLICE SNAIL ' t I ENCJNEER/NG•)NC. INE REC OYMFNDED CODE OF T q±±Ip ACTNE•. II LOCA1E0 1M OF THE PANEL MOH IrE'1 MFASURiD PPM. Bat?MI NI Lau.M1,,.yN B Jlra •RVAN SRI a rent/YaII[ 01l 0 1000110e 140• 4•10•••••• 4. _. IOL 'JOB NO, 4815127 TYPE: 1267 (MOOMF) TOP SLP • 4,16/12 TCLL. 30,0,Ur DESIGN PER TPI-78 10- 2-81 A9 PAGE 4 OF 5 SPAN: 41-03-08 I BUTT' CUT • 0-00.04 TCDL.,, 10,0'PSF REPETITIVE SIRS USED . 005,3) \0 0/A MTa 6-03-06 ' SPCG: 2-00-00 SLP LGTH 16.07-12 BCLL■ 0,0 PSF TRUSS NON-SYM ABOUT CL RM 13RRELIABLE HOMES INC ' - BCDL* '10,0 PSF INCREPL•1,15 LM•1,I5 L2,0 NO ,DN4-DH5 , LFT CANT ' 0.07-12 TOIL. 50,0 PSF RGT CANT 0-07-12 Aq PANEL LENGTH SLOPE CHORD FORCE MOMNT WEB FORCE PANEL LENGTH SLOPE CHORD FORCE MOMNT WEB FORCE FT-IN-SX /12 165 IN-LB LBS FT-IN-SX /12 LBS IN-LB LBS q P 1: 6-04-11 4,16 C 1. -5244 2280 W 1. ' -502 P 7s. 16-04-11 . 04,16 C 7a -5244 2280 M 7. -894 '9 P 2a 5-01-09 4,16 C 2: -4841 2280 W 2:'-,' 5.8 P 8• 8-11.07 0,00 C Bs 4954 2005 M 82 580 _ A P 32 5-01-09 4,16 C 3: -3758 2280 W 3. 0894 P 9■ 7-08-05 0,00 C 9■ 4256 2005 W 9. '-502 "t[!' :4 3 P 42 8-00-00 0,00 C 4. -3550 6932 M 42 707 P10: B-00.00 0,00 C10. 3550 1841 9 P 5. 5-01-09 -4,16 C 5: -3758 2280 M 5. 0 P11. 7-u8-05 0,00 CII. 4256 2005 9 P 6. 5-01-09 -4,16 C 6: -4841 2280 1%. 707 P12. 9-11-07 0,00 C128 4954 2005 I ' asass..LUMBER DESIGN SUMMARY:..:.•:ss(DESIGNED IN ACCORDANCE WITH TPD78 AND ND5-77) COMBINED ' SIRS RATIO■ AXIAL ♦ BEND FB FT FC ' • ' i TOP CHO 2% 6 NO 2 KO SIP 0,946 • 0,344 t 0,602 1300 675 1200 •�' 9 ,BOT CHD 2X 6 NO 2 KD SYP 0,927 ■ 0.774 ♦ 0,154 1300 675 1200 A .ALL WEBS 2% 4 NO 3 KD SYP JOINT REACT(LB) MIN BRG(IN) TOTL LOAD DEF AT J11. 0,513 IN, 0 "ONE ROW LAT BRCG RUM W 5 (J 1, B) -2064 3,5 „ L/DEFa 966 L.11,29FT CAME 0 1/4 a , ....sa:::CONNECTOR PLATE SELECT/ON:as.ssssas(CONFORMS TO MUD TCB 17,05,BOCA 78-28,5BCC 72121-78) L JOINT HYDRO-NAIL SLOT LOCATION JOINT JOINT MYORO•NAIL SLOT LOCATION JOINT PLATE SIZE” DIRECTION X-- (IN) Y TYPE PLATE SIZE DIRECTION X (IN) Y TYPE " -�'j, 1 y1,3 1) 4 1/8 XIO D PARA-BC CENTERED IA IJ 71 1 X 4 D PARA-WB CENTERED 4 7 W 21 1 X 4 D PARA-WB CENTERED 4 W BI 4 1/8 X10 D PAHA-BC ' CENTERED IA 1, 1J 31 3 1/0 X 4 D PARA-CU 4 2 ' " (J 93 3 1/8 X 4 D PARA-CO 2 1/4 3 1/B 5 3 IJ 41 4 1/8 X 6 D PARA-SC 3 2 8A 1 IJ 51 4 1/8 X 6 D PARA-SC 3 2 18A (J11) 3 1/8 X 4 0 PARA-CD 2GLN7ER;D3/8 S 1: (J 6) 3 1/0 X 4 D PARA-CD '4 2 1J121 3 1/8 X 4 D PARA-CD 2 1/4 3 1/8 5 2' • 'CND SPLICES-SLOTS PARA TO CHD(16FT, MAX LUMBER). s•• (P4ATE RATINGS)sss■ .� i 1 h (C 21 3 1/8 X 6 D (C 9) 5 1/8 X 6 D 20 GA, D (223 PSI NET) 14 (C 63 3 1/8 X 6 D (CM 5 1/0 X 0 D - ' 5-01-098-00-00 5-01-09_ 5-0I-09 41,160 ..---.. I 41160 5-01-09_ 6-09-11 E J4 QS i;'.. . * J3 ?*1110 31,40 6-04-11 - J6 • 1240 • . 0 . 4.17 fat' y 31/e 31/6talfrryA\HI En . . , 03 FIN v418100 JI .. J10 J9 ('I ) ' 3,240 31140 . ' ' 31880 ,�- 4 3:140 '11111114 ,. I 8-11-07 7-08-05 8-00-00I , 1 I4 I1257I 41-03-08 1 . • 'ADD 2 X B PIGGYBACK TO DIM NIP NO.4 TO FORM DIM NIP NU. 5 ONLY, t•E{ DE-1a.IL) MILTON E. REEDER N to • • • ` N. •I J . No. Q89 39 R • . - :!F N0.29167 •• • ••!.I • REGISTERED `�FO/ F's,tn• >h PROFES$IOIIALENGINEEA ' �`�?? (p(iNG` � • 1 5.. .. . .......... QgT 7 1441 ' ., , 7; • E. • DESIGN VALID ONLY FOR USE WITH HYDRO AIR CONNECTORS MS TRUSS IS DESIGNED AS AN INDIVIDUAL BUILDING COMPONENT IIS TO Il IN" MOTES. CORIORATEO INTO A BUILDING DESIGN AT THE SPECIFICATION OF THE DESIGNER OF THE BUILDING. BRACING SPECIFIED IS FOR LATE RAL SUP I CUT AIL MEMBERS TO BEAR. PORT OF INDIVIDUAL TRUSS MEMBERS ONLY.ADDITIONAL BRACING OF THE OVERALL STRUCTURE MAY IE REQUIRED FON GENERAL GUIDANCE I.CENTER PLATES OR BOTH SLOE{ 477'76 ' u SEE IRACING W000 TRUSSES•,FOR SPECIFIC TRUSS BRACING REQUIREMENTS CONTACT BUILDING DESIGNER FOR INFORMATION REGARDING OF NOTED IN TS UNl ES1 GTHEOTHER.• HYORO•AIRFAIRICATION QUALITY CONTROL,STORAGE.DELIVERY,ERECTION AND BRACING OF TRUSSES,CONSULT THE DUALITY COpTROLMANUAL,AND 1.INDICATED CHORD SPLICE SNALE' ENGINEERL ING•INC. DILA(LOMMENOfOCODE OF STANDAROPRACTIC[_. If 1041[0 VB GF TN!PANEL 5 P:Bm[Pn 91 Lnub,Min curl bl[f (•AVAIL ANLL FROM TRUSS PLATE INSTITUTE.100W CHURCH IT.FREOE RICK MA fl]Ol t[N GtiM h1'1 ME ASYgIp iROM !0 -,jJOB NON .813121' TYPE. 1000 (NODIF) TOP SLP s 4,16/12 TOLL, 70,0 PSf DESIGN PER TP1-78 10- 2081 , E.;'.' , !DA-',IAO'E S OF 5 ' SPAN= 41-01-08 BUTT CUT a 0.00-04 TCOLa 10,0 PSF REPETITIVE SIRS USED V05,33 A%'J 0/A HT= 7-08.01 SPCGa 2-00-00 LFT•CANT - 0-07-12 BCLLa 0,0 PSI . TRUSS STM ABOUT CL RN J3^;.1 RELIABLE HOMES INC RGT CANT 0-07-12 BCDLa 10,0 PSF INCRIPLs1,15 LN111,15 L2,0 s. MO •'COMMON TOIL. 50,0 PSF t��, NAPANEL LENGTH SLOPE CHORD FORCE MOMNT WEB FORCE` PANEL LENGTH SLOPE CHORD FORCE NOMNT WEB FORCE'''''', � * FT-IN-S% /12 LBS IN-LB LBS FT-IN•SX. /12 L85 IN-LB 1 I ' P 1a 7-08-11 4,16 C 1a -5020 3619 W ,1a, -626 al�[3a 6-05.09 4,16 C 3■ -3146 3619 W' 3. -1116 j. y P 2a 6-05-09 4,16 C 2a -4510 3619 W 21 , 725. . - E 9a 9-08.05 0,00 C 9a 3862 3107 W 4■ 1547 t; F ; v10. 10-11.07 0,00 C1021 4742 3107 `, A sai sacaaa SLUMBER DESIGN SUMMARYaaaaaaas•(DESIGNED IN ACCORDANCE WITH TPI.78 AND NOS a77) aaaaa COMBINEDr'• F STNS RATIO= AXLI ' 4 BEND F8 FT FC _ .I'� ,-'•, OT TOP CHD 2% 6 NO 2 KD SYP 0,718 a 0,44 4 0,277 1300 675 1200 08 i'BOT CHO 2% 6 NO 2 KD SIP 0,979 • 0,741 N 0,238 1300 675 1200 . E at. ALL WEBS 2X 4 NO 3 KO SIP JOINT REACT(Lb) MIN ARG(IN) TOIL LOAD DEE AT J 9. 0,510 IN, KO L ONE ROW LAT BRCG REOD W 3,W 5 IJ 1, 71 02064 3,5 L/DEF= 971 Ls41,29FT CAMB 0 1/4 , a1 . aa=aaaaaaCONNECTOR PLATE SELECTION aaaaasaaaas(CONFORMS TO HUD TCB 17,05,80CA 78-28,58CC 72121-78) I. .' JOINT HYDRO-NAIL SLOT LOCATION JOINT JOINT HYDRO•NAIL SLOT LOCATION JOINT a,L PLATE SIZE DIRECTION X (IN) Y TYPE PLATE SIZE DIRECTION X (IN) Y TYPE 1 1 (J 1, 7) 4 1/8 X10 D PARA-BC CENTERED ' IA LI 41 4 1/8 X 4 D HORIZ 4 2 6 ; '; 1 .', (J 2, 61 1 X 4 D PARA-WB CENTERED 4 IJ 91 3 1/8 X 8 D PARA-CD CENTERED 7 1, ;(J 3, 5) 3 1/8 X 4 0 PARA-CD 4 2 IJ10, 31 3 1/8 % 4 0 PARA-CD 2 1/2 3 1/8 5 • . .■CHO SPLICES-SLOTS PARA TO CHD(16F'T, MAX LUMBER)* •asa(PLATE RATINGS)ssaa 1 IC 2, 51 3 1/8 X 4 D 20 GA, D (223 PSI NET) 3'.* (C 81 4 1/6 X 6 0 - 'J�; 1' .(C 91 4 1/B X 6 D __. _. . .. . _ . . - _ .. . 6-05-09 • ' y'. 4;I40 ,'. J4 , . 6-0S-09 �. 3; 40 4 2 - ., .. .,, "•' -- [ y. 1140 '1' 12 4. 17,x- ` V s. 31/e I 0 o P ! J9 r 413100 31,40 31,80 I10-11-07 I 9-08-O5 tt 1 O O O 1 I MILTON E. REEDER -- /-k.•014/4.4,-.• ;k No. 3989 l1. No.2D915.7 9kq�0 ] , `4` REGISTERED 4, !OVAL,...-'oil 1 !" PROFESSIONAL ENGINEER ?'•'':- , OOT •71gp1 ' , i, DESIGN VALID ONLY FOR USE WITH HYDRO AIR CONNECTORS.THIS TRUSS I3 DESIGNED AS AN INDIVIDUAL BUILDING COMPONENT IT IS TO SE INROTES: y. CORPORATED INTO A IUILDIMG DESIGN AT THE SPECIFICATION OF TME:1=11114!: DESIGNER OE THE BUILDING BRACING SPECIFIC D IS EOR LATERAL SUP. I.CUT ALL MEM SE RS TO REAR," PORT OE IN0100 W1 TRUSSMFM,FRS ONLY ADDITIONAL OF TME OVEM4ITRUCTURE MAY SE REQUIRED EOR OlMFMIGUIDANCE E' OERTEUSA AT NSOTSIDES -/.-d. • SEE,RACING 1000 TRUSSES* FOR SPECIFIC TRUSS BRACING REQUIREMENTS CONTACT SUILOINO DESIGNER FOR INFORMATION RE GARDING WISE NOSED HYORMAIR FAANICATION DUALITY CONTROL STORAGE.DELIVERY ERECTION AND BRACING OF TRUSSES,CONSULT THE DUALITY CON TROSMANNAL•ENO I. INDICATED CHORD SPLICE SNAIL. ^ ENCINECRING.INC. THE RECOMMENDEO CODE OF STANDARD PRACTICE• ,E LOCATED IM OF THE PANEL f' PO Na.b59 SI Lo,I•Mp.uu-bin LENGTH Uri MEASURED FROM (•AVAILABLE FROM TRUSS PLATE INSTITUTE,100 YI CHURCH 1Y.EPEOF RICK,MO EMI) A10110 - -- '4P 11 r'y3 • 1kr 4!� No'. OF 101) HAILS PER TIE-IN TRUSS FOR MULTI-PLY BOTTOM CHORDS :: •• 2-PLY BTM CHD 1111331a ' ' ' 4-PLY BOTTOM CHORD " x Ii ��' 4' DIAN Boers ����'' '��� a 4'- 0' SPACING v.. TOTAL 2ND PLY TO 1ST 2ND PLY TO 1ST 3RD PLY TO 2ND 2ND PLY TO 1ST 3RD PLY TO 2ND NTH PLY TO 3RD }',.Ii LOAD . , TIE-IN SPAN TIE-IN SPAN TIE-IN SPAN TIE-IN SPAN TIE-IN SPAN TIE-IN SPAN ' (pee) 20' 30'imp20' 30' 40'® 30' ® 20' 30' ®®® 40' 20' 30' t,; , s....,.. y:: 25-35 ©��©� 10 ®ii©Co®©u 10 ©©m , ,,;,I^: r • � . 56-65 III 10 ®0®0©Rm 10 ® 20 m®am©® I I ' TIE-IN TRUSS SPACING 0 "S" , • • / MULTI-PLY CARRYING TRUSS ,•• • • \:./ \.,,, - .°; _7 .• TRUSS HANGER • IS" •r (By OTHERS) , • I . ' (NAIL QUANTITY FROM ABOVE CHART I ID.BLIIIATBIBUTED. ID.SHADED AREAL NI GENERAL N , 1• " 5" DIAMETER MACHINE BOLTS MUST BE r , OP lOd NAILS SHOWN FOR ALL 6_pLY IISID AT 4'-0" SPACING IN "'.'I"• 4' BOTTOM CHORDS, ADDITION TO THE QUANTITY #'1 2. 104 NAILS USED IN TIE-IN TRUSS HANGERS . T� PLY CONNECTION, CERS MAY BE INCLUDED ZN TOTAL WEEP® pOB 2Wp TO 1ST - . . 3. EACH PLY OF UPPER CHORDS AND WEBS MUST RE CONNECTED WITH 10d NAILS ON 12" CENTERS. i?. 4. NAIL QUANTITY IS BASED ON 2'—O" TIE—TN SPACING. FOR THE FO NAIL QUANTITY By FACTOR SHOWN- CLONING SPACINGS, MILTIPLY 19.2" SPACING - 0.80 "f "i, 16.0" SPACING - 0.67 }� 12.0" SPACING - 0.50 S. NAIL QUANTITY BASED ON DOW/AS .. -,- �: W/AS FIR AND SOUTHERN PINE: FOR HEM- PIR. AND 40% MORE NAILe. '.•:'.- +'� 6. THE NAIL QUANTITIES WERE OBTAINED IN A - `'i FOR STRESS-GRADE LUMBER CCORDA.N19 WITH THE ,•NATIONAL DESIGN SPECIE/CAT/ON .i "DES/GN SS-GRADGTIOBE FOR LIGHT 1977 EDITION, SECTION 800 - S. AND THE " y'(i METAL PLATE CONNECTED WOOD TRUSSES," 1978 EDITION, • n r, 7. THIS CHART IS ONLY INTENDED FOR ROOF GIRDER TRUSSES WITH TIE- r1 THE BOTTOM CHORD. IT IS NOT INTENDED FORIN SPANS NON-GIRD LOAD TI .'P'%� PLY ROOF TRUSS CONDITIONS. FLOOR TRUSS GIRDERS NOR FOR NON-GIRDER MULTI- • �,;,{; FOR NON-GIRDER ROOF TRUSS MULTI-PLY ATTACHMENT USE 10d NAILS AT 12" O.C. FOR CHORDS AND - II WEBS, UNLESS CHORDS ARE 2x10 OR 2x12, WHERE TWO ROWS AT 12" O.C., STAGGERED 6", SHOULD BE USED. . H-A ENGINEERING HYDRO-AIR CLAWS PROPRI RIGHTS TO TN[ DWG.• No. ••'•• MATERIAL DISCLOSED HEREON.THIS DRAWING •4R4 AND/OR TECHNICAL INFORMATION IS ISSUED IN DATE: 9-15-77 ' HYORQ+Qm, OCONFIDEND CEA YFOR ENGINEEROINGCED RM INFOATIONT L. 1 - ENGINEER:NO.1NC. EXPRESS PERMISSION OP HYDRO-AIR ENGINEERING,INC. REV, NO,: 1 ,Ia {