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BUILDING PERMITSSTATE OF FLORIDA) SS COUNTY OF DADE ) A F F I D A V I T Qom/ of the Village of Miami Shores, County of Dade a State of Florida, bea?hg duly siTorn, doth depose and say, that under the provisions of Ordinance No. 185, dated Julie 15, 1948, amending paragraph (d) of Section B -368 of Ordinance No. 97 of the Building Code of Miami Shoes Village, he desires to build a ' '.�1 on Lot Block p( of / �� , / � .% '1 , Subdivision, that he is the owner of said property, and will be the owner of said . /_-o _/____ :p_) _, that he will do the work personally, and that he will, at such times as are required by the Zoning and Building Director: - - 1. File plans and specifications and obtain approval of the Planning Board and the Building Inspector. 2. Apply for and secure a Permit. 3. Pay the required fees. 4. Execute the work in accordance with the provisions of this Code. 5. Apply for inspections. 6. File with the Building Inspector certificates that provision has been made to carry the necessary Workmen's Compensation, Public Liability and Property Damage Insurance. 7. File with the Building Inspector as the job progresses certificates showing the payment required by the Federal Social Security Act to the State of Florida or the United States of America. 8. Assume the responsibility of not employing other than properly licensed contractors by Iaam Shores Village for any part or portion of the work. 9. Not set himself up as a "contractor ". 10. Sign an affidavit before commencing work to the effect that he has read this Article and will do the work personally and observe all of the requirements of the Building. Electrical. Plumbing and STATE OF FLORIDA) SS COUNTY OF DADE ) -66� of the Village of Miami Shores, County of Dade a�$ State of Florida, beg duly :worn, doth depose and say, that under the provisions of Ordinance No. 185, dated June 15, 1948, amending paragraph (d) of Section B -368 of Ordinance ,No. 97 of the Building Code of Miami Shoo es Village, he desires to build a i ' !if on Lot Block of �� ;� .'� ;, Subdivision, that he is the owner of said property, and will be the owner of said p , that he will do the work personally, and that he wi ,� by 11 at such times as are required b the Zoning and Building Director: - - A F F I D A V I T 1. File plans and specifications and obtain approval of the Planning Board and the Building Inspector. 2. Apply for and secure a Permit. 3. Pay the required fees. 4. Execute the work in accordance with the provisions of this Code. 5. Apply for inspections. 6. File with the Building Inspector certificates that provision has been made to carry the necessary Workmen's Compensation, Public Liability and Property Damage Insurance. 7. File with the Building Inspector as the job progresses certificates showing the payment required by the Federal Social Security Act to the State of Florida or the United States of America. 8. Assume the responsibility of not employing other than properly licensed contractors by ili.a:m': Shores Village for any part or portion of the work. 9. Not set himself up as a "contractor ". 10. Sign an affidavit before commencing work to the effect that he has read this Article and will do the work personally and observe all of the requirements of the Building, Electrical, Plumbing and Zoning Codes of Miami Shores Village. Such affidavit to be properly notarized upon blanks to be supplied by the Building Inspector. 11. In order to prevent abuses and subterfuge the right of such owner- builder as herin prodded, is limited to but cne oTmer- builder permit each 2 years, and where an owner- builsler. !l as once exercized the privilege herein conferred no second applica- tion for owner- builder permit sisal.' be granted in less than 2 years, unless the applicar:t is qualified as a licensed General Contractor under the applicable Ordinances of said Village. And Further this Deponent says not: SUBSCRIBED A SC'WORN TO BEFORE ME this day of �'/2�/ A.D., NOTARY PUBLIC STATE OF FLORIDA, COUNTY OF DADE. ss. peared _ Disapproved _ ____ _ _ _._ __ Date ( Signed) Building In jctor Chairman Member _ Member Council Approved _ MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other strut ture herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Villag', Florida, and all provisions of the Law of the State of Flor•da, all ord of Miami Shores Village ^nd all rules and regulations of the Building Division of Miam Shores Village sh,11 be co _Vied with whether h-r specifie% • . not. A cop• of apt roved plans and specifications must be kept at build_ng during progress of the work. NoV , 196?_ _ 19__ — - - - - - Owners Name and Address ___ __._ - Hanger Street__N.E. 90th Registered Architect and /or Engineer y. _._. Name and address of licensed contraEtor_Don - Elliott-Air Cond & Heating Inc. 1792 NNT 20 St. Miami Location and legal description of lot to be built on: Lot _ _ Block ____ ____________ ____ __ ___ __ Subdivision Street and Number where work is to be done 500 N.E. 90th Street State work to be done and purpose of building (by floors). Installomar_t Floor Furnace vrith 100 _gal Fuel Oil Tank and for no other purpose. New Building _ . _ Remodeling Addition Repairs _ No. of Stories To be constructed of Kind of foundation _______ ___ Roof Coverin Estimated Total cost of improvements $ _ .___Amount of Permit $ Zone cubage required____ _Plan Cubage Distance to next nearest building__ Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to__ _ __ The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks-- - - - - - -- - ( Signed) -- . J1110/ _ Z. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No _____ __ 1___ 6 _ Y_ Date ___it 9 — 7 PLANNING BOARD _ . __ Date NOTE: A charge of $1.00 will be made for making corrections the Planning Board. A re- inspection fee of $1.00 will be materials and /or workmanship. S ea r $ B•�c 0/Yr e " _ c11/OTT s sLcL.s r Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires __ Member __ Member _ . Member Disapproved _ _ . ___ Date or changes to this application after appr:..1 has been obtained from charged when such re- inspection is made necessary bg improper notice for inspection or faulty Q� t I H dQrJ __ DATE to me well known, ��� BTu FLOOR Fu Rio .E 01 L FF-00R ro.s T CUT ) VITROLIN ER FLUE KIT AND H EA r ERE D Cam aa. a`, l4 1 app Faye.: 6 +t-t? � bRAFT RE&Q1 -ATOR iz di s re „zs D a ° • 1 100 GM. 01 L TAN k oN R�TS W Al- 4.. AVos D DON ELLIOTT AIR COND. & HEATING INC. 1792 N. W. 20th STREET PH: 634.6216 hitAMI, FLA. RE S s S b co;e , S-; SCALE -%A”: 1' N° 1753 Owner, Agent or Tenant of Building Elizabeth Hanger Lot K Street Address CERTIFICATE OF OCCUPANCY MIAMI SHORES VILLAGE, FLORIDA BUILDING DIVISION Approved use by occupancy 2 bedroom residence Remarks. 8948 This Certificate of Occupancy is issued to the above named Owne r for building at above named location only upon the express provision that the applicant will abide by and comply with all conditions of Ordinances Nos. 92, 93, 94 and 97, known as the Zoning, Electrical, Plumbing and Building Ordinances of Miami Shores Village pertaining to the erection, construction, alteration or remodeling of buildings or structures. Cube - 18,272 Miami Shores Village, Florida, 11 - 2 -6 7 Block Subdivisio 500 N. E. 90 St. El Portal Sect. #4 UILDING DIVISION 1 MIAMI SHORES V ;�ez. I ILLAGE ��- r7=” BUILDING INSPECTION DEPARTMENT t f APPLICATION FOR BUILDING PERMIT —( Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submittec oY �fii � ing or other structure herein described This application is made in compliance and conformity with the Building Ordinance of M Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. D D �� Date e, 7 > 19 6 77 Owner's Name and Address_ �� No.f O..a Street 1X .��i Registered Architect and /or Engineer... �G�Li' Zeie- Name and address of licensed contractor_.._ C f--ank) - Building I ctor Location and legal description of lot to be built on: ,�' /� fi Q - Lot__ f - Block �l Subdivision._. I/ G� e_ 44 �jL / j Street and Number where work is to be done 1� N. C �•' �tJ 5 rALq � State work to be done and purpose of building (by floors). _ ._ ( "e rat.4 r4 ,A E�$ ! J �,� ld;C . /f .4 0 - tom .and for no other purpose. New Building__( .__- Remodeling Addition Repairs No. of Stories To be constructed of L_.r __2 Kind of foundation____ ___ e t f Covering___.- , Estimated Total cost of improvements $____.1 j aR Do Amount of Permit $ Zone cubage required _____. /__. reCr plan Cubage____ _. /8 Z 7 2 Distance to next nearest building___.___ . _ Size of Building Lot Maximum live load to be borne by each floor___ I hereby submit all the plans and specifications fin said building. All notices with reference to the building and its construction may be sent to___ /!e_ I - _? 4, -2,1 _ al. 7 S g 9 7 3 1Q The undersigned applicant for this building permit doe hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen s Compensation Act, being Section 5966, Compiled General Laws of Florida, Pennanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. , /; Remarks__ _______ .. _ _ __ _ ___ . _ (Signed) STATE OF FLORIDA, COUNTY OF DADE. ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, j1lat hQ,has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are trued r Permit No-27 L ` L 1. _ Date_.__. Read, Sworn to and Subscribed before me. Disapproved __ ( Signed) G✓ Notary Public, State of Florida My Commission Expires__ PLANNING BOARD__ __ . DATE Chairman _ . __ Member Member ____________ Member Member _ __ _ . Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. .1 A CL. r' • /. (. • '4 ( June 19, 1967 Village of Miami Shores 10050 N.E. 2nd Avenue Miami Shores, Florida EJR /gw encl: cc: Mrs. Elizabeth Hanger ART WALL, INC. 3358 S. DIXIE HIGHWAY MIAMI, FLORIDA 33133 PHONE 445.2548 Attn: Mr. William Bradford, Building Dept. Gentlemen: SUBJECT: Elizabeth Hanger Dwelling to be constructed Location: 500 N.E. 90th Street We enclose herewith Certificate of Insurance setting forth evidence of Public Liability Insurance written for the above captioned. Workmen's Compensation insurance has also been ordered to be written by American Mutual Liability Insurance Co. We will forward a Certificate of Insurance on this coverage as soon as we receive the policy information. Should you have any questions on either of these insurance coverages, do not hesitate calling our office. TRI -STATE INSURANCE GROUP TULSA. OKLAHOMA Yours very truly, Art Wall,Inc. by: / Edward J • • an KIND OF POLICY POLICY NUMBER EXPIRATION DATE LIMITS OF LIABILITY Bodily Injury Property Damage A— Workmen's Compensation Provided by Workmen's Compensation Law State of Nil B— Manufacturers or Contractors Liability Each person $ Each accident $ Each accident $ Aggregate $ C— Owners or Contractors Protective Liability Each person $ Each accident $ Each accident $ Aggregate $ D— Owners, Landlords and Tenants Liability Each person $ Each accident $ Each accident $ E—Automobile Liability (1) Owned Vehicles (2) Hired Vehicles (3) Other Non -owned Vehicles Each person $ Each accident $ Each accident $ Each person $ Each accident $ Each accident $ Each person $ Each accident $ Each accident $ F— Comprehensive Liability (1) Comprehensive Automobile (2) Comprehensive General (3) Comprehensive (combined General and Automobile) Each person $ Each accident $ Each accident $ GLA 42 -10 -i5 6/14/68 Each person $ 100„ 000 300 000 Each accident $ s Aggregate $ Each accident $ 5,000. Aggregate $ 25,000. Each person $ Each accident $ Aggregate $ Each accident $ Aggregate $ Each accident $ Aggregate $ Each person $ Each accident $ Aggregate $ * Property damage caused by blasting or explosion (other than explosion of machinery or nressure eauinment) excluded. - 1 SECURITY INSURANCE GROUP 1000 Asylum Avenue, Hartford, Connecticut Q SECURITY INSURANCE COMPANY ❑ THE FIRE AND CASUALTY INSURANCE COMPANY 1 CERTIFICATE OF INSURANCE This is to certify that insurance policies issued to Elizabeth.. Hanger (Name of insured) 50Q.. N.. E...... 90. th... Str. e.e.t,....Miami...Shores,....F.l arida (Address) the numbers and expiration dates of which are listed below, are in force in this Company as of ..... .June...1,4,••1%7 (Date) covering in accordance with the terms thereof at the following location 5.00 ••.N.,E., 90t h••• Str• e• et.,••..MiaB�i...Shares,....Ela . * Property damage caused by collapse of or structural injury to buildings excluded. Property damage underground caused by mechanical equipment excluded. This Certificate is issued at the request of: Name FORM 30134.0 Village of Miami Shores ❑ THE CONNECTICUT INDEMNITY COMPANY �T�N.:,.,Mx...... .. Aradford, Building Dept. Address 1. 0. 05Q... N ..E.....2.nd...Aveuue.,....Miami FLA.. to whom we will mail written notice of cancelation or any changes affecting this Certificate. Art Wall, Inc. By Auth' d Re i e tive 3358 S S. Dixie Highway, or 'Mi am ° , a . LIFE • FIRE • AUTOMOBILE • ACCIDENT • HEALTH G E N E R A L I N S U R A N C E BURGLARY • LIABILITY • PLATE GLASS • COMPENSATION Gentlemen: EJR /gw Enc l : BOND SPECIALISTS Village of Miami Shores 10050 N. E. 2nd Avenue Miami Shores, Florida t4fi Xk il eA c. 3358 S. DIXIE HIGHWAY, MIAMI, FLORIDA 33133, TEL: 445 -2548 Yours very truly ART WALL ING '\ tr------__ Edward J. Ryan July 31st, 1967 Attention: Mr. William Bradford, Building Department Re: Elizabeth Hanger - Workmen's Compensation Insurance We are enclosing Certificate of Insurance issued to Village of Miami Shores, outlining insurance coverage in force for the captioned, which we trust you will find in order for the completion of your files. If you have any questions regarding the enclosed Certificate, please do not hesitate to contact this office. POLICY NUMBER TYPE OF POLICY LIMITS O F LIABILITY EXPIRATION DATE BODILY INJURY PROPERTY DAMAGE EACH PERSON EACH ACCIDENT EACH ACCIDENT AGGREGATE 'C787917 -01 -7 -E Workmen's Compensation CCVERAGE B LIMIT $25,000.00 7/2/68 As requested, we are pleased to furnish this certificate certifying that on 7/ 19 insurance is in effect for the insured named herein with respect to the insurance described below subject to the provisions of the policy designated. •ELIZABETH HANGER 718 DUPONT BUILDING MLAMI, FLORIDA Location of operations: State of Florida Specific description of operations: Carpentry VILLAGE OF MIAMI SHORES 10050 N. E. 2nd Avenue Miami Shores, Florida FORM AA -1033 6/66 This Certificate is issued by the Company whose name is checked below. El AMERICAN MUTUAL LIABILITY INSURANCE COMPANY El AMERICAN MUTUAL INSURANCE COMPANY OF BOSTON Executive Offices: Wakefield, Massachusetts CERTIFICATE OF INSURANCE Policyholder: This Certificate Issued To: Authorized Representative (j Placing Office MIAMI 7/20/67 Date Application is hereby wad; for the approval of the detailed statement of the plans and specifications herewith submitted for tfrc build ine or e :her structure herein described. This application k made in compliance and conformity with the Building Ordinance of Miami Sho:.cs Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the iuilding Division. of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications nsust be kept at building during progress of the work. b !jw'ncr's Name and Address / � v _ No<.. Street L Registered Architect and/or F,ngincer SCUTn�� �'r' �n� C:. ... u.. �.. s,.iv�tc,I�u� •�,t•a • : . t g 1 r ti.., . Neese and address of licensed contractor v �a�Jo (J � u Location and legal description of lot to be built on: Lot . Block Subdivision 0 ' • �U— Street and Number where. work is to be done.. • (Signed) M AM0 SHORES V LLASE ©UILDING INSPECTION DEPARTMENT APPUCATON FOR :s U8LDBNO PERMIT Ft LEL:a GI:]ag.i, II a. Z2312 9 Q �J Date State at to be done and pu se _of building (by floors) �. -.Q. a and for no other purport. New Bolding Remodeling Addition Repairs No. of Stories .... To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ Arnount of Pcrrnit $, Zone cubage required Flan Cubagc Distance to next nearest building.. Size of Building Lot Afaxunum live load to be borne by each floor.... I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be bent to.. . The undersigned applicant for this budding permit does hereby certify that he understands and accepts his obligations as an rniployer of labor under the Florida Workmen's Compensation Act, being Section SJLt;, Compiled General Laws of Florida, Permanent supplem and has complied sit ii the rovisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in tilt worn to be performed under this permit; and will post or cruse to be or .ion on the site of the work such uhhc notice or notices as arc required by the Act. The undersigned agrees to employ o y such be S' ctors, on work to be performed under this permit, as are licensed by Miami Shores Village Ret,9arks STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized o administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the ....... ... of the above described construction, that be has carefully read the foregoing application, and that he did sign the same, and that all facts therein by hum stated are true. Permit No Al a �� , ,.� )Ho Bead, Swur to and Subscribed before me. ........_.. - a Disapproved ..4.. ( Daft PLANNING BOARD DATE ... to me well known, Notary Public, State of Florida Building Inspector My Commission Expires Genie :: rn i.lcmbcr Mcui�cr Member Mcmhcr . Member Council Approved Date Disapprovod . . Date 1:• A eh.irge of $1.00 will be made for making corrections or changes to this application nfter approval has {tern obtained from the l'i.intahg l:u.ud A r.•ni•per two fee of 91.00 will be charged when such re- inspection is made necessary by improper notice for inspection ea faulty materiels and /or workmanship. BROWARD 792 -2009 DADF., 945 -2052 PALM BEACH 734 -4889 JOB # 1335 DATE OF FUMIGATION A/11/79 LOCATION OF STRUCTURE Miami chores OWNER'S NAME & ADDRESS 5q0 g 2_ 90th. LENGTH OF FUMIGATION PERIOD 24 HOURS DISTANCE TO NEAREST BUILDING COUNTY HEALTH DEPT. NAME FUMIGATION NOTIFICATION CERTIFIED (OR SPECIAL I.D.) FUMIGATOR IN CHARGE: TELEPHONE945..2052 FIRM NAME: SOUTHERN FUMIGATORS, INC. 3950 S.W. 6 ST. FORT LAUDERDALE, FL 33312 Hanger APPROX. TIME TYPE OF STRUCTURE: C.B.S. XX FRAME RES.XX BUS. APTS. APPROX. NO. CUBIC FT. 27,000 NAME OF FUMIGANT VIKANE GAS 721 -7013 DAY NIGHT FUMIGATION SHALL BE PERFORMED IN STRICT ADHERENCE TO THE FUMIGANT'S REGISTERED, LABEL AND FLORIDA STATE BOARD OF HEALTH RULES 1701 -2: NOTIFICATION TO BE RECEIVED NOT LATER THAN THE DAY PRIOR TO THE RELEASE OF THE FUMIGANT BY: FIRE DEPT. OTHER Name and address of licensed contractor Location and legal description of lot to be built on: iol Lot // / J Block A Street and Number where work is to be done New Building Remodeling MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village. Florida, and all provisions of the Laws of the State of Florida. all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. y � � ` Date A / 7 19 / � � 8 Owner's Name and Address f\.0G E R J Cam, /� t1 No. -'�t2� Street /v'�' 9t L Registered Architect and/or Engineer State work to be done and purpose of building (by floors), state exterior colors (submit samples) and for no other purpose. Addition To be constructed of Kind of foundation Roof Covering 0 � J� +�(J Estimated Total cost of improvements S of Permit S Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons as an employer of Labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) subdivisioP 19� I / /y // ,3d O j' c"--0 d0 /O . son A/ / 90 Repairs No. of Stories STATE OF FLORIDA COUNTY OF DADE. } ss. Before me. the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known. and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the f. egoi : application, and that he did sign the same. and that all facts therein by him stated are true. ° Permit No. �"(� 1 Date Read, Sworn to and Subscribed before me. Disapproved Date (Signed) v ' `t/(AA)Vil Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of 525.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $25.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. Notary Public, State of Florida /' P ft tosL vd,tt o • • 1 i sRYTE1TE D o' o 12' . sA � �TE DIsN . 1301. As MFR'S st=vt . OA. 1 0 ki 1 1pport :t the rw the Drive - If nec- der the vel. Of ,ater by to the nethod 8. COVE the Base and threaded section c' the rods with a plastic bag, to prevent the nuts or thread:. from being covered or clogged with cement. 48 Base Supports r Plastic Bag • iADRID ST., SUITE I U', IAL GALES, FLORIDA 3.11 : TELEPHONE: 114 -7692 e (')° cZo S/ ETCH of SUR VE.Y 20 , ,I• 0 THOMAS J. KELLY, INC. Sf AGE: `5�t A. '> r '9 FN \•- 1. 1.1 P ' , )_ LAND SURVEYOR / 7, 7' . .\ • s v • \ *Is- • c. s.. • .0 / •t 1 f _ SURVEY NO; '1 SHEET _ - L t' OFFICE: 5139 S. W. 8T14 ST. THOMAS J. KELLY. ' CIVIL ENGINEER —LAND SURVEYOR ✓ TELEPHONE: MIAMI, FLORIDA H. I.8 -0504 SURVEY NUMBER- 67 BB • SURVEY OF SUBDIVISION_ EL PnQ L S 4 ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK NO. PUBLIC RECORDS * OF --DRT COUNTY. FLORIDA. DATE& J. A/ L �/ 4 2 / ) 13 I G 7 /2 AT PAGE No FOR, k ,e_sjJ, CO 7-7-ER R S6 • • DRILL //oLG 7A,v ar a • w I DR,LL NoLE .: 90 ?n'' too' .4"-o -W • (S. �PjgrE.vJENT S' sioavi4 / .PALL � N0• r Pips LOT DETAILS 1 HEREBY CERTIFY THAT THE ATTACHED SKETCH REPRESENTS A RECENT SURVEY MADE UNDER MY DIRECTION. AND IS TRUE AND COR- RECT TO THE REST OF MY KNOWLEDGE AND SELIEF. THERE ARE NO ENCROACHMENTS. REGISTERED ENGINOR NISI REGISTERED LAND SURVEYOR ill** STATE OF FLORIDA. Pie SCALE 1 • = 20 OPlSC O 11/0 R W. Oho T. LOCATION SKETCH I C I .,.) • DRILL 1404.1 W h „ SURVEY OF A L L 1os. • F / f'r susDlYiswN EL Pn.Q TA L Ee 4 AccosvINS TO mt PLAT mutter AS RECORDED IN PLAT Moose Punta: R$Cmoo OR .DAJIg COUNTY. FLORIDA. DA P 90 3rxeer /V E 89 STREET 411■1117 • DR l ( a0 AN = 2S. aS' • "f.f 5 0 t { THOMAS J. KELLY CIVIL ENGINEER -LAND SURVEYOR MIAMI, FLORIDA , SURVEY NUMBER - 4 7 - 8�3 LoeA O in/ K4 Po ri9c. FLA 44` /„f" Yo•G/ 11 KALE 1 • it ZOO /97' N o..� 40 a ei. £ . .90 7''' .,ST,eee 40' ,e-c -u! /6 PA yeAe mvr S' S,oer.,lu< k° Tyr= 39./0 NO. �2 AT PARE No Fool A4 /,Q.S_ Co r rIR LO TELEPHONE: H. L 00504 1 HERESY CERTIFY THAT THE ATTACHED SKETCH REPRESENTS A RECENT SURVEY MADE UNDER MY DIRECTION. AND IS TRUE AND COR. RICY TO THE REST OF MY KNOWLEDSE AND RELIEF. THERE ARE NO ENCROACHMENTS. I *1,• RESISTER[• 014 01111 REGISTERED LAND SURVEYOR a SSE STATE OF FLORIDA. 4 1..S S FAS SCALE 1•= 2 fy ,..k . ITEMS SUB CONTRACTORS & SUPPLIERS NAME & ADDRESS . 4 -. : , ,, 1, Architectural in ( lans ) 2, As.halt walks drives . etc. . • ,,,A._: 3, Cabinets - Bath Vanit INNIVAWAMIMS IIIMIFYMM 4, Cabinets - Kitchen 5, Cabinets - Medicine ��� 6, Cabinets - Unit Closet - / v;A, - A,, . 7, Cleanin /i /. 8, Clearing Site re ee 9, Concrete - Foundation Slabs Beams ._j.. - . 10, Concrete - Walks drives. etc, 11, Contractors Fee ,, , A. 12, Electric Fixtures 13, Electric hiring _, /ANEW l & /� r 14, Equipment Rental ( ) i./ _ ! ' .1I ,t . ,_ . ._ 15, Excavation 16. Fill for S1 17, Floors - Finish wood & kitchen - -... 18, Floors - Terrazzo iii -e- 19, Garage Doors ('� ) _ L' 6 • . 20, Glass Slidin: Doors' _ - -')- = 21, Hardware - Finish 2 Air 22, Hardware - Rouh 23, Heatin .401 24, Insurance - Liability, comp, -bond y h 2,, P 4 j • 25, Labor - Pa oll r , 6, Labor - Contract 27, Labor - Contract • 28, Lands ca•ing. Fill. Gradin: WIIIIIMINM 29, Lath. Plaster. Stucco �% %ti,�` 1 PI 30, Lumber All WAIWIAFNMIMIIIIIIIIIIINIIIIIIIIIIIIIIIIIIIIIIII 31, Masonr Labor :_3 ' 'frl 32, Masonr Materials Block t• _e'/'S�ix� . 33, Millwork 1111111111WO 34, Miscellaneous rr� _. ",, -, 35, Ornamental Iron Work .11 _ r,_ 1 ; .. M f • ' 36, Oven & Plate - Built -in -714y...C-) I - _ • 37, Overhead 38, Paintin: �- < , _ - 39, Permits Temporary Power 40, Pilin: (Foundation) • , , 41, Plumbing Complete /%�l, 42, Pool - Swi mmi n • 1 43, Roofin - & Sheet Metal Work " ./. 1 .ir,� ' .. .. - /.. 44, Roof Trusses - Pre -fab, - y • ' 45, Screen Enclosures • • / 46, Se. tic Tank or Sewera:e 47, Shower or Tub Enclosures , > _ V Go ," l', ‘', 48, Steel - Reinforcing &;. strl., tte-o ri l.11/4v 49. Su ervision • /T it,, 50, Surveys 51, Tile & Marble 1111111111101= , rLc� 52, Water - Public ", ,�, 53, Water Well & Pump 1 54, aindows - Glazing & Screens. �- 55, Window Frames - Concrete 51.4 Prior to a final inspect_ n this application must be filled out; if sub contractors have failed to take out permits the general contractor shall be responsible for the permit and fee. A final inspection must be made prior to the release to Florida Power and Light Co, and the issueance of a certificate of occupancy, OWNER / /✓ ��' j ! JOB ADDRESS .> 59- xi., 90 • BUILDER 7i e, MIAMI SHOI.ES VILLAGE APPLICATION FOR FINAL INSPECTION SUB, DAY LABOR CONTRACT DATE W/01.) •_ 19 ra 'J E. 7. NELSFPEIrsi S m $ . H 4 o - -S Milt • OWNER'S NAME r Isza 6E 7.14 1I4sJ 4c (L . PRESENT ADDRESS 4 1 - 1 1 N E. SIB. %I" LICENSEiNO. 137 4. 1 PHONE NO. Fr 1- - 76.2( JOB LOCATION (ST. OR AVE.) 6410G' N.E. IC,- LOT k BLOCK EI SUBDIVISION Port TA L. SEti7( PHONE NO) / ,1 4 LICENSE NO. I -z L. GENERAL CONTRACTOR Or N is&. 3 't Ide ADDRESS `tc '1. if . s� � BUILDING PERMIT NO. 1 �7 DATE r - /� `� PERMIT FEE $ S0 • BUILDER'S BOND NO. Z` 6 ' 1 DATE 7 14-4 7Z. ,rr ZONE REQUIREMENTS ( �i r ■�o CU. FT. PLAN CUBE I8 1 7 7 - CU. FT. .[ EST. COST $ �4 Zm.o. DRAW NGS. SPECIFICATIONS, RESTRICTIONS AND CUBE CHECKED BY: • 11 • 4O /S DATE BUILDING PERMIT AND INSPECTION RECORD —MIAMI SHORES VILLAGE NEW CONSTRUCTION TYPE cR 5 STORIES v ne ROOF CONSTRUCTION Ts /e INTERIOR CONSTRUCTION I St kw! ...Lk Sfr:p i /...-,..- . REPAIRS DESCRIPTION 9 pk..1 � L..34(1.( CAW 11. 4 e •., , (,7 •-pGsot A......L re •..." DESCRIPTION ALTERATION I T / ADDITION e ij SUBMITTED TO PLANNING BOARD A ROVED REJECTED REFERRED TO COUNCIL REASONS RE- SUBMITTED TO PLANNING BOARD SUBMITTFO TO VILLAGF COUNCIL REMARKS CERTIFICATF OF OCCUPANCY NO. 17 � 3 /1-2--61 ISSUED W ?. BY r I TO ET t C Ai c,—. E .-- DRAW NGS. SPECIFICATIONS, RESTRICTIONS AND CUBE CHECKED BY: • 11 • 4O /S DATE BUILDING PERMIT AND INSPECTION RECORD —MIAMI SHORES VILLAGE INSPECTIONS DATE BY INSPECTIONS DATE BY FOUNDATION TEMPORARY SERVICE „cC9 ROOF 1 ALTERATION 1 ADDITION $ BEAMS & LINTELS SPECIAL PERMITS SEPTIC TANK D POOL 8.4...c, �� 4 -f •C.. 14+.. FRAMING 'Meet ' AIR COND. • U.' "'•' _ ., 1 FINAL $ 7- CLEAN UP SOLAR HEATER SLAB $ 1 GAS SLAB I $ $ SPECIALS PERMITS DATE PERMIT NO. I DATE BY FEE BY TEMPORARY SERVICE „cC9 1 1 ALTERATION 1 ADDITION $ ROUGHING SPECIAL PERMITS SEPTIC TANK D 8.4...c, �� 4 -f •C.. 14+.. 4 'Meet ' SEWER • U.' "'•' _ ., 1 7 .75 $ 7- -, . ` SOLAR HEATER 1 $ 1 GAS RANGE CONN. I $ $ FIXTURES I r S INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY ROUGHING „cC9 NEW BLDG. 1 ALTERATION 1 ADDITION REPAIRS ROUGHING SPECIAL PERMITS TUB & TOP OUT DATE H. W. HEATER CONN FEE TEMPORARY SERVICE SEWER • U.' "'•' _ ., 51 7 .75 $ 7- -, . ` SEPTIC TANK 1 SOLAR HEATER RANGE CONN. $ FIXTURES MOTORS r GAS FIXTURES CONTRACTOR Ti./E E. -726x. BY PHONE RE- INSPECT PERMIT NO. /145' 1 DATE g 3-g...- 4,7 FEE $ „cC9 NEW BLDG. 1 ALTERATION 1 ADDITION REPAIRS ROUGHING SPECIAL PERMITS PERMIT NO. DATE H. W. HEATER CONN FEE TEMPORARY SERVICE /r+ t ! • U.' "'•' _ ., 51 7 .75 $ 7- -, . ` H. W. HEATER CONN. 1 1 RANGE CONN. $ MOTORS $ FIXTURES $ S INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY TEMP. SERVICE ROUGHING H. W. HEATER CONN RANGE CONN. 1 FIXTURES & FINAL Ir L PLUMBING PERMITS & INSPECTIONS ` J CONTRACTOR Tara. ti it./0 iqLorc�c l+47F.'_P._ t. PERMIT NO. 7.d�B Z'�' 1 DATE C° ) `mil NEW BLDG. 1 ALTERATION 1 ADDITION 1 l APPROVAL TO POWER CO. FOR SERVICE DATE BUILDING INSPECTIONS /i -- �� 1 -0 ELECTRICAL PERMITS & INSPECTIONS PHONE •+va FEE $ REPAIRS BY ff- BUILDING, ELECTRICAL ❑ PLUMBING ❑ PERMIT ? ROOFING ❑ 0 Owner of Building ELI z r!,. c. ? r1 Architect 44)04 7 t ' .. Contractor or Builder bli.0 • " •� /L Legal Lox Description Address of l a s Building e� 4 '"' ,, MIAMI SHORES V .CAGE, FLORIDA . ,, ,c Date —__ 1914 Work to be performed under this Permit 4 4 4 Ce4 C 14 4 (JG 1 11 1 BI /4. c io' 7 .e-f• This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans "changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above ass es the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether fhgwn on the plans or dra • 'ngs or in the statements or specifications and that he assumes respon sibility for work done by his agents, servants or Employees:` Signed• f In consideration of the issuance to me of this permit I agree to pertaining thereto and in strict conformity with the plans, drawings, sta In accepting this permit I assume responsibility for all work done by (. 4J L ACTOR o / BUI 1' J BY • Contractor's License No. Z �— Ct."— 7.*' 0 C a es/1 r /1 11 c.. 5 { • a..> S T (:),c Subdi- A:6A 7/1 E.. C.. 114— vision Sq Ft A ( Value of / � j j j Amount of Project $ / ` -* O C) Permit $ OR) BY p orm the work covered hereunder in compliance with all ordinances and regulation. ents or specifications submitted to the proper authorities of Miami Shores Village. er, myself, my agent, servant or employee. AUTHORITY F, /L D - 1i19 • 2. S - 28 - SS Dakc J w.6s. / /945" ,I3j I d -3 2x So. Pi nt, , M = W / 9 = 00)02)(5.52) 9 • 3 460 in - 165 A xlal roret 'Pa C SC _ M )(rr)el4'c.) Cal( r6)( /PIC (S,t9)(0j p>C /.) (..1. )(/ 0 4 'Wt! o. ,z o, Si SI 03 Plats 2.57 I 722• 1 /1 Plan 4.50• 7.07. 9.00• 3-4.5 11.6 64 Plat. 4-3.6 11 n Plat. 7 -4.1 31.6 P1.t. 9-7.2 64.6 3-5.4 113., 1 5 -5 . 4 JUL- 7.5.4 N111T!WINE 8186 4-4.5 114.5 9-9.9 3-6.3 1 16.1 5-6.3 . 4 7-6.7 89.1 16.5 4-5.8 44.9 .Y7.2 117.4 J 9-7.2 31.4 9-12.6 113.4 3 120.8 4-6.3 20.3 5-6.1 70.0 36.4 7 -15.3 3-5.0 23.1 5-9.0 4-1.1 26.1 40.5 108.1 9-16.2 185.8 3-9.9 125.4 5-9.9 4 -9.9 44.5 DIMING CONNECTORS, INC. 3 -10.8 31.9 27.8 5-12.6 56.7 t __ 1.8• -+}-r- (hnriz. .t.9. are ZW vertical steps ere 1.93• except where shown). 9T 21 (hurl'. Steps are and vertical Steps are 1.286• except where shown). 4 -12.6 3-12.6 32.4 40.5 5-14.4 64.8 3-14.4 37.0 4 -14.4 46.4 2.7• I 0 9• 1 "."-22- H 2.57 31.9 1.2!• Osi 11.255. 7.07• 1.. 7 The VIKING Truss Fabricator most furnish a copy of this design to both the builder and trues erector. DESIGN STANDARDS, This drawing has been prepared to meet applicable provisions of the "National Design ,e i T or Stress -Grade Lumber and Its Fastenings" by National Lumber Manufacturers Association; and "Deslgr Specifications for Light Metal Plate Connected Wood Trusses" by Truss Plate Institute. VIKING Connector Plates are 20 gauge galvanized steel and applied to both faces of each truss at each point. trnsrR of the same slecies with equal or greeter stress values may be substituted. FABRICATION: Lumber must be accurately cut and fitted toget..er no that all mecbers at each ,',pint are i n anug contacE iTong the joints. Plate centerlines shall coincide with joint centerlines or shall be located by circles unless otherwise OVERALL SPAN.: are based on n , - inal 4 " bearing widths and may be increased by as much as 4" at each wider bean E n n using nominal 5" bearing widths, permitting a maximum overall span increase of "'. LATERAL BRACIN3: This truss has been designed assuming the top chord is laterally braced at .ntervals not exceedin: 3' - o.c. VIKING CONNECTORS, INC., bears no responsibility for the erection of trus.;es in accordance with this design. Persons using such trusses are cautioned to seek professional advice in regard to safety precautions during erection, proper handling, temporary bracing and permanent bracing w.ch may be required 10 s;.ecific applice.tionsNOTE: 1962 ..0.' . X11 NOTE: All web members shall be 2X4 #1 Southern Pine, 1500f Industrial Fir or 1500f Industrial Hemlock. NOTE: Maximum of one (1) Butt Joint "A" or two (2) But Joints "B" permitted in bottom chord. Symmetrical t about centerline. 3 - 5.4 BUTT JOINT A (2) 3 -4.5's & (1) 5 -8.1 VIKING CO _ 1 /a" ALTERNATE JOINT B 3 -9.0 5T -21 BUTT JOINT B EC40RS L U M B E R Eax. Overall Sps'ns #1 Dense So. Pine #1 K.D. So Pine .iel. Str. Fir Sel Str. Hemlock #1 Southern Pine 1500f Ind. Doug. Fir 61500f Tzd. ♦.:.w�:.va, Symmetrical about centerline arallel 12 2.5 CAMBER TOP & BOTTOM CHORDS 1/2" AT CENTER 2x4 Top Chord 29'- 29' - 0" NOTE: Hemlock to be W.C. Hemlock. 9' -0" 1435 N.E. 13th Avenue Fort Lauderdale, Florida, 33304 2x4 Btm.Chord 29' 29' 3T -10 28' -8" Clear span L U M B E R Max. Overall Spans #2 K.D. So. Pine #2 Southern Pine 1200f Ind. Doug. Fir 1200f Ind. Hemlock FORCE DIAGRAM b 3 -12.6 2x4 Top Chord 2x4 Btm.Chord DESIGN LOADING Roof 45 psf Ceiling 10 psf Total 555 psf 33 -1/3% unit stress increase Equal areas Phone AC -305 566 -5471 83 Plots 2.57• /s7} Plate 4.50• I 7.07• 9.00• /7/` D- NI 15 - Z5- 33- 55 Da fe 4/0/-7e / / 965 2x G / So. P.ne M = (w)(e Z ) /• 9 = <9o)( 95)(,?) /" 9 = s800 , /2- /his 89 Plots 3-4.5 11.6 04 Plots 4 -3.6 3.22• 111.6 5-4.5 120.2 #7 Plots 7-4.5 l.6 9-7.2 64.8 CSI 3 -5.4 113.9 1 5-5.4 KULTISPIKE SIZES 4 -4.5 114.5 38.2 9-9.9 A x ►o. l ,moorce = P. ,, 900 eJ 3-6.3 16.2 5-6.3 89.1 18.5 4 -5.4 44.5 3 -7.2 117.4 5-7.2 32.4 7 -5.4 7-6.3 7 -9.9 9 -12.6 113.4 P (4)(2)(/nc.) 6 #c .� /.-7-/63 5 �- /6s (8,93) ('350) (0.33) (g, 19 )(, s vo) (1, 33) O . / .f 0, 3 35 0.786 3-8.1 20.8 4-6.3 20.3 5-8.1 70.0 36.4 9 -16.2 7 -15.3 3 -9.0 23.1 4 -8.1 26.1 5-9.0 40.5 108.1 145.8 3 -9.9 5-9.9 25.4 4 -9.9 44.5 VIKING CONNECTORS, INC. 3 -10.8 31.9 27.8 5-12.6 56.7 7T-32 (horIz. steps ere E7 rend verticel step. ere 1.93• except where shown). • I 7.2" 5T -21 (horiz. steps ere P 1.286' except where shown). (E) (rb)( /nc.) 4 -12.6 3 -12.6 32.4 40.5 5-14.4 64.8 2.7" 3 -14.4 37.0 2.57.1-7-L2 - 1 H I 1 4.5" I 3T -10 x__111 4 -14.4 46.4 5-18.0 81.0 0 9" 1.285" i 3.6" 1 I [_ 0.9" [1.6 1.285" 1.285" 5.4 37_12 • .643" t T 1.B" 5.4" 1 I 2.2" Z -5 trend verticel steps ere SreeTi.61n2 The VIKING Truss Fabricator must furnish a copy of this design to both the builder and trues erector. DESIGN STANDARDS: This drawing hes been prepared to meet applicable provisions of the "National Design Specification for Stress -Grade Lumber and Its Fastenings" by National Lumber Manufacturers Association; and " Desigr Specifications for Light Metal Plate Connected Wood Trusses" by Truss Plate Institute. VIKING Connector Plates are 20 gauge galvanized steel and applied to both faces of each truss at each joint. LIMBER of the same species with equal or greater stress values may be substituted. FABRICATION: Lumber must be accurately cut and fitted together so that all members at each joint are in snug contscEng the joints. Plate centerlines shall coincide with joint centerlines or shall be located by circles unless otherwise - UImensioned. OVERALL SPANS are based on nominal 4" bearing widths and may be increased by as much as 4" at each wider bearing when using nominal 8" bearing widths, permitting a maximum overall span increase of 8 ". LATERAL BRACING: This truss has been designed assuming the top chord is laterally braced at intervals not exceeding 3' - o.c. VIKING CONNECTORS, INC., bears no responsibility for the erection of trusses in accordance with this design. Persons using ouch trusses are cautioned to seek professional advice in regard to safety precautions during erection, proper handling, temporary bracing and permanent bracing which may be required in specific applications. NOTE: 1962 N.D.S. edition. NOTE: All web members shall be 2X4 #1 Southern Pine, 1500£ Industrial Fir, or 1500f Industrial Hemlock. NOTE: Only one Butt Joint "A" permitted in bottom chord, or one or two Butt Joints "B" & "C" in bottom chord. Parallel Symmetrical about centerline except for center panel. 7T -32 3-4.5 & 7T -32 5 -9.9 BUTT JOIN A 3-7.2 5 -6.3 Block JOINT C CAMBER BOTTOM LTERNATE BUTT JOINT B CHORD 5/8" CENTER VIKING CO 1 \. Parallel 1 - 5/ -, 12 ALTERNATE BUTT JOINT C 5 -9.9 NECTORS 2.5 Equal spaces LUMBER Max. Overall Spans #1 Dense So. Pine #1 R.D. So. Pine Sel. Str. Fir Sel. Str. Hemlock 41 Southern Pine Construction Fir Const. Hemlock 2x6 Top Chord 34' -0" 34' -0" 34' -0" NOTE: Hemlock to be W.C. Hemlock. 3-4.5 3T 15' -0" 4 Symmetrical about centerline. d 590# 4820#C • 4820#T Special cut on lumber 1435 N.E. 13th Avenue Fort Lauderdale, Florida, 333 2x4 Btm.Chord 3 -0" 0 M L U M B E R Max. Overall Spans 1500f Ind. Doug. Fir 1500f Ind Hemlock #2 R.D. So. Pine #2 Southern Pine Standard Fir Standard Hemlock 1200f Ind. Doug. Fir 1200f Ind. Hemlock 400#T c 495 2 1 6750#T b 69o 33' -8" Clear span 3 1,2 FORCE DIAGRAM 3 -14.4 425# a e c b a Equal areas x I s H ei v r 2x4 Btm.Chord 34' -0" 3 -0" DESIGN LOADING Roof 45 psf Ceiling 10 psf Total 57 psf w 33 -1/3% unit stress increase w R =1830# 2 %4 Heel height Equal areas rn 1' 1 1 MEM JOINT B 3 -9.9 1/8" 1 -5/16 1'O Max. 2.5 12 _1 -3/4" 1/8" ALTERNATE HEEL d 0 o P. H A µ cra o d m O .O h � 0 tlt2 . 5 • 4 CD m Ch Ch w e F tn m I oz CO 0 ro0 (] H Pi n.) cn o o cn H 0 Phone AC -305 566 -5471 r/e 0- HI - 2. S - 33- 56 : &lain / ,/ "G S' 03 Piste 2.57• 3.22• 7.07 9.00• 09 P1et. 3-4.5 11.6 06 Plat. 4 -3.6 11.6 .t. 5-4.5 4.50 1E0.2 07 P1.t. 7-4.5 31.8 9 -7.2 64.6 Pane / 6 -/ 2x <o "/ So. P ia CSi = 3-5.4 13.9 5-5.4 4 -4.5 14.5 7 -5.4 38.2 9-9.9 M = (/) ( 7 9 = (9o) (s:8S) / 9= /0. A x i a l force 5-6.3 KOLTISPIKE SIZES 3-6.3 16.2 [16.4 7 -6.3 89.1 18.5 4 -5.4 44.5 3 -7.2 17.4 5-7.2 32.4 9 -12.6 7 -9.9 113.4 P= 7/5c P (A) C ) (" c. ) 7 /56 *'C y /oO i.,- /bs (9/' /)03S0)c'. 53 ') (8 .S7) (,Soo) ( 1. 3) 70.0 O, 4 135 - 0.239 O. 4,71/ 3-8.1 3 -9.0 23.1 4 -6.3 4-8.1 26.1 5-8.1 5-9.0 40.5 7 -15.3 20.8 20.3 36.4 9 -16.2 108.1 145.8 3 -9.9 f 25.4 5-9.9 1.25 4 -9.9 44.5 31.9 31.9 1.25• 7.07• 1 . 6 ' - #T. -- 7T-3z (hertz. steps ■r. 0.9 vertical steps ere 1.53• exempt where shown). 3 5-12.6 M (E)(F VIKING CONNECTORS, INC. 127.4 96.7 alai than :. .6.5. are OOP .no vertical step• era 1.266• exempt where shown). 3 -12.6 32.4 4 -12.6 40.5 5-14.4 64.6 3T -10 3 -14.4 37.0 I , 4.5" I 4 -14.4 1.265• 1 46.4 5-16.0 81.0 2.7• I- I {.-09" 9.2 11.285" 3.6• H 0.9" [1.6 I 1.265" 5.4 ST- 1.8" 5.4• j 1.8" Z - Rree.4.61n2 JOINT B 3 -9.0 1- 5/16" arallel -32 • • • The VIKING Truss Fabricator must furnish a copy of this design to both the builder and trues erector. DESIGN STANDARDS: This drawing has been prepared to meet applicable provisions of the "National Design Specification for Stress -Grade Lumber and Its Fastenings" by National Lumber Manufacturers Association; and "Deslgr Specifications for Light Metal Plate Connected Wood Trusses" by Truss Plate Institute. VIKING Connector Plates are 20 gauge galvanized steel and applied to both faces of each truss at each joint. LVNBER of the same species with equal or greater stress values may be substituted. FABRICATION: Lumber must be accurately cut and fitted together so that all members at each joint are -n e nuE concontecreTong the joints. Plate centerlines shall coincide with joint centerlines or shall be located by circles unless otherwise - aT nsioned. OVERALL SPANS are based on nominal 4" bearing widths and may be increased by as much as 4" at each wider bearing when using nominal 8" bearing widths, permitting a maximum overall span increase of 8 ". LATERAL BRACING: This truss has been designed assuming the top chord is laterally braced at intervals not exceeding 3' -0" o.c. VIKING CONNECTORS, INC., beers no responsibility for the erection of trusses in accordance with this design. Persons using such truases are cautioned to seek professional advice in regard to safety precautions during erection, proper handling, temporary bracing and permanent bracing which may be required in specific applications. NOTE: 1962 N.D.S. edition. NOTE: All web members shall be 2X4 #1 Southern Pine, 1500f Industrial Fir, or 1500f Industrial Hemlock. NOTE: Only one (1) Butt Joint "A "permitted in bottom chord, or one (1) or two (2) Butt Joints "B" and "C" in bottom chord. Symmetrical about centerline except for center panel. J 7T 7- * _ : 1X4 Lateral bracing. II Attach with 8d nails 0 8" o.c. 2'_6n Maximo a_.„ A L� Block ALTERNATE BUTT JOINT B 5 -12.6 BUTT JOINT A /8" 5 -7.2 3-4.5 & 7T -32 CAMBER BOTTOM CHORD 5/8" @ CENTER. 2.5 JOINT C 3 - 6.3 Parallel 12 1- 5/16" VIKING CONNECTORS 12 L U M B E R Max. Overall Spans #1 Dense So. Pine #1 K.D. So. Pine Sel Str. Fir Sel. Str Hemlock #1 Southern Pine Construction Fir 2.5 1 - - -- ALTERNATE BUTT JOINT C 5 -12.6 3T -10 3-4.5 13' -0" Equal spaces 2x6 Top Chord 34' -0" 34' -O" Const. Hemlock 34' -0" NOTE: Hemlock to be W.C. Hemlock. 5 Symmetrical about centerli - 3/4" 1435 N.E. 13th Avenue Fort Lauderdale, Florida, 33304 2x4 Btm.Chord 34' -O" 5400#T d 755# 5400#C 1,2 SECTION AA 16 L U M B E R Max. Overall Spans 1500f Ind. Doug. Fir 1500f Ind. Hemlock #2 K.D. So. Pine #2 Southern Pine Standard Fir Standard Hemlock 1200f Ind. Doug. Fir 1200f Ind. Hemlock 350#T c 705# b C 33 2 7000 #T Clear span 1.1 7. 1 3 -14.4 2x6 Top Chord DESIGN LOADING Roof 45 psf Ceiling 10 psf 37O#Total 75 ,psf 33 - 1/3% unit a stress increase Equal areas 2x4 Btm.Chord 3 -0" 34' -O" 40 HO 7q N 0 5+ o er O H H co 1-4 n A c 4 H r CM CM 1 ty Fa H 1 0 0z , O OH C d IV Co 0 Co o Co n ct H 0 5, 4i H t1 Phone AC -305 566 -5471 Copyright 1965 (Date Junu 1, 1965 I Viking Connectors, Inc. Dwg.ff 3T -10 17 3 -8.1 for 2.5 & over 3 -9.0 for 2.0 3 -9.9 for 1.5 17 HIP #1 (members as required) x HIP JACK Bevel edges & attach to ip truss with 3 "XB" nailplate at top & (3) 16d nails in bottom chord (see detail below for top chard attachment) Attach End Jack to Hip #1 with (3) 16d nails at top & (2) 16d nails g bottom 7' -0" END JACK 2x4 i 2x6 TOP CHORDS 2X6 Ledger 5' -O" Corner Jack 7' -0" End Jack @ 2' -O" o.c. 3' -0" Corner Jack 1' -0" Corner Jeck 3 -6.3 for 1.5 x 3 -5.4 for 2.0 3 -4.5 for 2.5 & over 2X4 or 2X3 #1 material 3 -5.4 for 2 & over 3 -6.3 for 2.0 3 -7.2 for 1.5 Toe nail to 4p with (3) 6d nails 2X6 Ledger beveled an top 8 attached to Hip truss with (4) 16d nails at each truss member in contact with ledger 8 1/2" dia. bolts @ panel points. (by builder). Toe nail to plate with (3) 16d nails. Bevel edges & toe nail to plate & to Hip Jack with (2) 16d nails Z -5 1' -0" Corner Jack Bevel edges & attach to Hip Jack NOTE: \ with (2) 16d nails top & bottom. 2X4 rafter is structurally adequate for all end Jacks, however larger sizes ere generally used to match top �\ with (2) 16d nails. chord size of standard truss.. If 2X6 or greater, use #1 So. Pine, Const. Fir �, 3 -5.4 or Const. Hemlock. 5' -0" CORNER JACK Toe nail to plate 3 -5.4 2' -0" 2' -0° 2' -0" 1' -0" 3'. -0" CORNER JACK Bevel edges & attach to Hip Jack with (2) 16d nails top & bottom. Bd nail Toe nail to plate with (2) 16d nails. Hip #1 Top View 2X6 Ledger 3 "X8" Nail plate End Jeck (Top Chord attached with (3) 16d toe nails) Hip Jack TOP CHORD HIP JACK ATTACHMENTS If necessary, bend plate over top of Hip Jack. Bend line 3 "X8" nail plate at 45 bend. Attach with 12 nails (6 each side of bend) & 2 nails at bend. Hip Jack Hip #1 Side view (End,jack & ledger not shown) HIP JACK FRAMING 1' -0" SETBACK TYPICAL TIE DOWN LUMBER All lumber shall be 2X4 #1 Southern Pine, 1500f Industrial Fir or 1500f Industrial Hemlock except where shown. 1 /8" X 1" Anchor strap bent over top chord (by builder) style D JAC (set) pitch Any span 7 pet 55 (2X4 8) (2)(6 T.0 N Y 4 0 7 0 .y W 0 u z z 0 u z Copyright 1965 Viking Connectors, Inc. 'Date Feb. 1, 1965 1 LEVEL SOFFIT OVERHANG DETAILS -Wedge Block Bd Neil Z -5 Up to 12" KEY rX� Z -5's 2x4 ledger bolted every 48" o.c. (by Builder) T.C. Top Chard X = Shim to solid bearing at this point Top Chords to be 2x4 or larger. 2x4 ledger is to be treated where required. Tie -down Clips or Anchor Straps required where wind is above 20 psf or where specified in Building Code. See Anchorage Details for further information. 2.5/ 12 Pitch a Over Use this style "C" when "a" dimension is not larger than "b" dimension I Z -5 b ' I ----Wedge Style D 36" or 42" max. Style C - 2x4 ledger 2x4 TC over 36" to 56" bolted 48" o.c 2x6 TC over 42" to 56" (By Builder) 3 -5. Styles C or D (over 12" to 36" for 2x4 T.C.) as applicable (over 12" to 42" for 2x6 T.C.) 2x4 ledger bolted 24" o.c. (By Builder) Near Side Far Side / tt S b -facie (by Builder) Over 36" to 56" for 2x4 Top I Chord Over 42" to 56" for 2x6 Top Chord Z -5 Sub -facia (by Builder) (typ) 2x4 ledger bolted 24" o.c. Z -5's 8d Nail Use this style "D" for all other conditions up to specified distances of 36" or 42" Z -5's 36" or 42" max. • -2x4 _ `1 over 56" to 72" Under 2.5/12 Pitch Z -5's Neer Side Far Side 1 1 Z -5's es required Wedge over 24" to 36" for over 24" to 42" for 2x4 Over 56" to 72" 3 -6.3 3 -4.5 3 -4.5 (typ) t! Sub -facia (by Builder) 3 -4.5 2x4 Top Chord •{ 2x6 Top Chord 2x4,Sub -facie (by Builder) style OV I LEVEL SOFFIT OVER— HANG DETAIL Rev. 1 -7 -66 u z FJ/ D - HOW 2.5 - 39 SS Dc e Nov AS", /965' Pane CS 1 = b - ► 2x # / o, M = W. /z) / 9 = (90)(9d8) /z) //o = 9,i o0 A TOrCe - h= 7660 4 C . P (A)( rc ) 7660 4 C 9 /a-as (8.93)033 0)0 (a /9)060o) (1 0. In 0. 52/ 0.997 ki )e M (z)( f6) (inc•) 63 P1.t. 2.57' • 3.22" 7.07" 9.00• 3 -4.5 11.6 /4 Plate 4 -3.6 N7 Pieta 69 Piet. 11.6 7-4.5 31.8 9 -7.2 64.8 3-5.4 13.9 Plate 5-4.5 5-5.4 4.50 120.2 1 24.7 MULTISPIME SIZES 4 -4.5 14.5 7 -5.4 38.2 9-9.9 3-6.3 16.2 5-6.3 X 28.4 7 -6.3 89.1 4 -5.4 17.4 44.5 3 -7.2 18.5 5-7.2 32.4 9 -12.6 7 -9.9 70.0 113.4 3-8.1 3 -9.0 23.1 4 -6.3 4 -8.1 26.1 5-8.1 5-9.0 20.8 20.3 36.4 108.1 9 -16.2 7 -15.3 40.5 145.8 3 -9.9 25.4 5 -9.9 4 -9.9 44.5 VIMING CONNECTORS, INC. 31.9 7.2• 3 -10.8 27.8 5-12.6 56.7 1.29' 1 - •t - .- 71 -32 (hertz. steps ere B7 vertical steps ere 1.93' except where shown). 5T -21 (hor1.. step. ere MT vertical ■taps ere 1.286' except where shown). 4 -12.6 3 -12.6 32.4 40.5 5-14.4 64.8 2.7" 3 -14.4 37.0 f 4.5" si 31 -10 ""II 4 - 14.4 46.4 5-18.0 81.0 0 9" 2.57 9.2 1.285• 1 7.6 17 � 0.9 1.285" 1.285' 31 =12 .643 4 1 5 " 64•..�.L�� j i 2. . +1.8 5.4" j 1.8• Pr.e6ln2 ��64" The VIKING Truss Fabricator must furnish a copy of this design to both the builder and trues erector. DESIGN STANDARDS: This drawing has been prepared to meet applicable provisions of the "National Design Specification for Stress -Grade Lumber and Its Fastenings" by National Lumber Manufacturers Association; and " Desigr Specifications for Light Metal Plate Connected Wood Trusses" by Truss Plate Institute. VIKING Connector Plates are 20 gauge galvanized steel and applied to both faces of each truss at each joint. LUTHER of the same sl.ecies with equal or greater stress values may be substituted. FABRICATT Lumber must be accurately cut and fitted together so that all members at each joint are in snug coatacr=g the joints. Plate centerlines shall coincide with joint centerlines or "hall be located by circles unless otherwise dTnsioned. OVERALL SPANS are based on nominal 4" bearing widths and may be increased by as much as 4" at each wider bearing when using nominal 8" bearing widths, permitting • maximum overall span increase of 8 ". LATEBAL BRACING: This truss has been designed assuming the top chord is laterally braced at intervals not exceeding 3' -0" o.c. VIKING CC$NECTOHS, INC., bears no responsibility for the erection of trueses in accordance with this design. Persons using such trusses are cautioned to seek professional advice in regard to safety preceutione during erection, proper handling, temporary bracing and permanent bracing which may be required in specific applications. NOTE: 1962 N.D.S. edition. NOTE: Web members shall be 2 %3 or 214 #1 Southern Pine, or 1500f Ind. Fir t� 38' -8 ". 2X4 ##1 Southern Pine, 1500f Ind. Fir, or 1500f Ind. Hemlock to 40' -0". NOTE: Only one Butt Joint A or two Butt Joints B permitted in bottom chord. 1" j 1- 5/16" �tljallal• 3 -9.0 ALTERNATE JOINT A 3 -1/4" for 7T -32 Blocks 5 -12.6 to 40' -0" 5- 9.9 to 34' -8" 5- 9.0 to 33'_8' Symmetrical about centerline. BUTT JOINT A 7 -9.9 to 40'-O" 7 -6.3 to 38' -8" 7T -32 to 36' -8" 2- 1 / 4 "(7-6.3) 1' -6" to span /10 1/8" BUTT JOINT B 7 -9.9 to 40' •' 5 -8.1 to 31' -8' - .2 to 0' -0" _ 1/8" L U M B E R Max. Overall Spans #1 Dense So. Pine #1 R.D. So. Pine Sel. Str. Fir Sel. Str. Hemlock ##1 Southern Pine Construction Fir Count. Hemlock -6.3 to 40' -0" -5. to 36' -8" NOTE: Hemlock to be ALTERNATE BUTT JOINT 7 -9.9 to 40'-0" 7 -6.3 to 38' -8" 0102e8" 7 - 5.4 to 30' -8" 1'_0" mi Pr ro�aIIejlstance n :=6.3 s 72 to 40 . BUTm ,I T c to 38' -8 -4. to 2• r_8" b r4 Continuous lateral bracing. Attach with ft (2) 8d nails. Block 3T -10 to 40' -0" Z -5 to 32' -8" CAMBER 3/4" AT CENTER 2x6 2x4 LUMBER Top Chord Btm.Chord Max. Overall Spans 40 -0w 36' -6w i5' W.C. Hemlock. Symmetrical I about centerline VIKING CONNECTORS 1435 N.E. 13th Avenue Fort Lauderdale, Florida, 33304 w K 1,2 M 1500f Ind. Doug. Fir 1500f Ind. Hemlock #2 R.D. So. Pine #2 Southern Pine Standard Fir Standard Hemlock 1200f Ind. Doug. Fir 1200f Ind. Hemlock d 980# c r 2810#0 485 1075* b 7664 7510#'! 1130#T e 39'-4" Clear span 3 NOTE: Only one Butt Joint permitted 4 in each top chord. FORCE DIAGRAM 12 2.5 2x6 2x4 Top Chord Btm.Chorde 2 O 40' -0" N'd 40'-0" w pp 0 1 4-12.6 to 40' -0" 3 -14.4 to 38' - 8" 3 - 12.6 to 34' - 0" 3 - 10.8 to 29'-4" DESIGN LOADING Roof 45 psf C eiling 10 psf m d t7 Total t psf 595* -1/3% un it ' es stress increase!) p a o R=2160# b a .1 7 Allr {, Block 12 2.5 1 -3/4" x IN b 0 6 k1 la r a " Equal Cr al < o En • (NJ OZ Z.17 � (00 4 0, 0 03 d N U] co Phone AC -305 566 -5471 areas ° er '-3 0 e9 3.22• 9.00• N3 Plate 2.57• 84 Plats 4 -3.6 4. 50• Plate 120.2 124 I 128 N7 Plate 7.07" N9 Plate ri ' D- N1 11 - Z.S - 38 -55 Dale: Dec "/ /96,5 • csr = 3-4.5 111.6 L1 1 7-4.5 31.8 9 -7.2 64.8 Panel d -5 2x6 #/ So. F e. M = (W) <.QZ) </2) /. 9 = (90)(8.2) -1 0?)/ 9 P. Axis I -Force - 8300 * e 3-5.4 1 1 7 -5.4 4 -4.5 114.5 1 38.2 9 -9.9 /93 00 * C 80670 0-/60 03693)0310) (I 33) (fie /2) ( /GOO) 0e33) = O. S/6 0 . 98 KULTISPIKE SIZES 3-6.3 16.2 7 -6.3 89.1 118.5 1 4 -5.4 44.5 3-7.2 117.4 I 5-7.2 132.4 9 -12.6 7 -9.9 113.4 (A)( c ) 0/7c) 3-8.1 120.8 4 -6.3 70.0 5-8.1 36.4 9 -16.2 7 -15.3 3 -9.0 23.1 4 -8.1 5-9.0 140.5 108.1 145.8 O. 4 /65 3 -9.9 25.4 5-9.9 4 -9.9 144.5 (2)(F6 VIKING CONNECTORS, INC. 1 31.9 3 -10.8 27.8 5-12.6 156.7 I 7.2" I t 71.9 1.29" 1 7.07" 1.29• 1.8 "--t 77-32 (horiz. steps ere 17171 vertical steps ere 1.93• except where shown). .643" 4.5. .643. 1.8 5T -21 (horiz. steps ere rend vertical steps are 1.286" except where shown). 4 -12.6 = 80 /c)-461 3 -12.6 1 32.4 140.5 5-14.4 1 64.8 rr I 4.5" 31 =10 111 1.285" 31 =12 'I 3 -14.4 137.0 4 -14.4 1 46.4 5-18.0 1 81.0 2.77"T" I • 0.9" 2.57rr Li II 9.2 1.285" I 3.6" 1 I 1 0.9" rl l.6 1 1 I1.285" 5.4" --- 5.4• IlreeTi.fi1n2 The VIKING Truss Fabricator must furnish a copy of this design to both the builder and truss erector. DESIGN STANDARDS: This drawing has been prepared to meet applicable provisions of the "National Design Specification for Stress -Grade Lumber and Its Fastenings" by National Lumber Manufacturers Association; and " Desigr Specifications for Light Metal Plate Connected Wood Trusses" by Truss Plate Institute. VIKING Connector Plates are 20 gauge galvanized steel and applied to both faces of each trues at each Joint. LLTIBER of the same species with equal or greater stress values may be substituted. FABRICATMT Lumber must be accurately cut and fitted together so that all members at each Joint are in snug contaci egg the Joints. Plate centerlines shall coincide with Joint centerlines or shall be located by circles unless otherwise OVERALL SPANS are based on nominal 4" bearing widths and may be increased by as much ae 4" at each wider bearing when using nominal 8" bearing widths, permitting a maximum overall span increase of 8 ". LATERAL BRACING: This truss has been designed assuming the top chord is laterally braced at intervals not exceeding 3' -0" o.c. VIKING CONNECTORS, INC., bears no responsibility for the erection of trusses in accordance with this design. Persons using such trusses are cautioned to seek professional advice in regard to safety precautions during erection, proper handling, temporary bracing and permanent bracing which may be required in specific applications. NOTE: 1962 N.D.S. edition. NOTE: Web members shall be 2X4 - #1 Southern Pine, 1500f Industrial Fir, or 1500f Industrial Hemlock. BUTT JOINT 7 -15.3 --1/8" 3-4.5 Symmetrical about centerline. 2X6 VIKING CONNECTO 3 -5.4 & 7 -6.3 Equal spaces S L U M B E R Max. Overall Spans #1 Dense So. Pine #1 K.D So. Pine Sel. Str. Fir Sel. Str. Hemlock #1 Southern Pine Construction Fir Const. Hemlock Symmetrical about centerline CAMBER TOP & BOTTOM CHORDS 5/8" AT CENTER. 900# • 5 Block 2x6 To Chord 38'-8" 36' -8" NOTE: Hemlock to be W C. Hemlock. 8300#C 1435 N.E. 13th Avenue Fort Lauderdale, Florida, 3330 2x4 Btm.Chord 900#C d 715# 4 7100#T L 1350#T 38' -0" 6 1,2 5 11' -0" Setback LUMBER 2x6 Max. Overall Spans Top Chord 1500f Ind. Doug. Fir 1500f Ind. Hemlock #2 K.D So. Pine #2 Southern Pine 38' -8" 1 Standard Fir Standard Hemlock 1200f Ind. Doug. Fir 1200f Ind. Hemlock Soo #T 595# b 720 gc 8620 #C 2 1 8450#T f \___14000G Clear span 3 4 FORCE DIAGRAM 12 2 .5 DESIGN LOADING Roof 45 psf Ceiling 10 psf Total 755 psf Equal areas 330# 33 - unit j a str increase R d c R =2090# b a 2x4 Btm.Chord'a o - cb 38' -8" 38' - 8„ n w 00' p rh 0 d) re O Or H V7 0 0 0 M co a b 1 ~ �ty , I Phone AC -305 6 Q 566 -5471 0 FILE D 71-1 34.55(HIP41) DATE: APRIL 19,196CG PANEL b-2 M °w Q x12= 195x 25 x 1Q : 5330 iN -tbs 11 II Pv Axl A L F 23, 5 0 c s= P + (A)(r.)(ttic) 2'S.Soo lOc CO (8. 9 3)(13 50)(1.33) c). 0.884. 2- 2v6:. t\I° I SoUTH E RI.I PIP-1E M (Z') ( F6) Nc) 533o Ibs (C) (8.19) (K,00)0.33) 0.153 13 P1.t. 2.57• 4.50 07 Plot. 7.01 9.00 5. Plot. 3-4.5 (11.6 1 04 Plot. 4-7.6 11.6 5-4.5 7-4.5 31.8 9-7.2 64.8 7-5.4 113.9 1 N(ATISPINE SIZES 4-4.5 114.5 1 5-5.4 5-6.7 .4 7 -5.4 7-6.7 76.2 9-9.! 7-6.7 1 16.2 1 89.1 118.5 1 4-5.4 117.4 1 44.5 3-7.2 5-7.2 172.4 9-12.6 7 -9.9 70.0 117.4 3-8.1 3-9.0 20.8 4-6.7 20.3 5-8.1 5.9.0 40.5 7 -15.7 76.4 108.1 9 -16.2 123.1 4-8.1 26.1 145.8 3-9.9 125.4 5-9.9 .N 4 -9.9 44.5 VIKING CONNECTORS, INC. 31.9 7.2• 3-10.8 27.8 5-12.6 56.7 1.80 1-72 (norlr..t.p..r. md v.rticel step. ere 1.97• except whore shown). .647. 4 . 5 . 1 1.8 3T-Z1 (hold:. ot.ps ore mE v.rtIcel steps ere 1.286• except where shown). 4 -12.6 3-12.6 32.4 40.5 5-14.4 64.8 7T -10 3-14.4 37.0 4-14.4 146.4 2.7•� 0 !• 2.57• 1 0.2 _ 1.!85 1 .01L11_,.1 1 11.6 Li 11.285. l.zes• F'I i ■ • • BUTT JOINT 9 -16.2 —1/8" 7'-0" Set back Phone AC -305 566 -5 • The VIKING Truss Fabricator must furnish ■ copy of this design to both the builder and truss erector. DESIGN STANDARDS: This drawing has been prepared to meet applicable provisions of the *National Design Specification for Stress -Grade Lumber and Its Fastenings" by National Limber Manufacturers Association; and "Design Specification. for Light Metal Plate Connected Wood Trusses" by Truss Plate Institute. VIKING Connector Plates are 20 gauge galvanised steel and applied to both faces of each truss at each 3 oint. wawa of the -ue species with equal or greater stress values may be substituted. ABRICATT T Lumber must be accurately cut and fitted together so that all members at each joint are n snve contac£Tng the joints. Plate centerlines shall coincide with joint centerlines or shall be located by circles unless otherwise - seneioned. OVERALL SPANS are baud on nominal 4" bearing widths and may be inc reeeed by as much as 4" at each wider bearing when using nominal S" bearing widths, permitting a maximum overall span increase of A". LATERAL BRACING: This truss has been designed assuming the top chord is laterally braced at intervals not exceeding 3. - o.c. VIKING CONNECTORS, INC., bears no responsibility for the erection of trusses in accordance with this design. Persons using such trusses are cautioned to seek professional advice in regard to safety precautions during erection, proper handling, temporary bracing and permanent bracing which may be required in specific applications. 1962 N.D.S. edition. Hemlock to be W.C. Hemlock. Web !embers shall be 21441 Southern Pine, 1500 "f" Industrial Fir, or 1500 "f" Industrial W. Hemlock. NOTE: Unit shall consist of two (2) trusses. Each tress shall have VIKING CONNECTOR Plates on each face of each joint shown. Trusses shall be fastened together with 12d nails at 12" o.c. 3 -5. ALTERNATE JOINT ROTS JOINT 7 -9.9 — 1 /8" 3-9.9 VIKING CONNECTORS 1 L U M B E R Max. Overall Span #1 Dense So. Pine #1 K.D. So. Pine Sel. Str. Fir Sel. Str. Hemlock #1 Southern Pine Construction Fir Const Hemlock 1230#C b 930# a Symmetrical about L 2000P centerline -4 216 21, 7 -9.9 216 To Chord 34 1_8. 34' -8" 33' -8" 6300#C 1435 N.E. 13th Avenue Fort Lauderdale, Florida, 33304 2 %6 Btm.Chord 7 8e 34r -8w 34' -8" cl1 .600#C d 16 / 5 34'-0" Clear span 1 2 [Anil s aces I L U M B E R Max. Overall Spans 1500f Ind. Doug. Fir 1500f Ind. Hemlock # K.D. So. Pine #2 Southern Pine Standard Fir Standard Hemlock 1200f Ind. Doug. Fir 1200f Ind. Hemlock 15, 12 18o0#T FORCE DIAGRAM 2.5 Top Chord R "4050# Equal areas b M r. B i o otir • Btm.Chord DESIGN LOADING Roof 45 psf Ceiling 10 psf Total 35 psf 795# 33 -1/3% unit . stress increase a f b c d e m 0 n 0 H C AO C0 W " in M CO 0 /c