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27026SUMMIT EnagIC CORP. RWM: dwm City of Miami Shores 10050 N. E. 2 Ave. Miami, Shores, Florida 33138 Attn: Electrical Inspector NOTARY ',1STATEOFFlOEIDA !P. RUNE 12333 S.W. 131st AVENUE • MIAMI, FLORIDA 33186 PHONE (305) 251 -3501 September 2, 1987 It is understood that the temporary electrical approval by the City of Miami Shores given in connection with the building being constructed -- underBuilding Permit #27026, Electrical Permit #27127 at 11300 N.E. 2 Avenue, west student dorm at Barry University is being given for testing A/C equipment, fire alarm and site lighting. Summit assumes the responsibility of maintaining the install- ation in such a manner that there is no hazard to life or property. This is not to be considered to be a release for occupancy until the final inspections have been called for and approved by the divisions concerned and an occupancy permit obtained. 'ar-4.-W6J cadIr W. Maloney alo y Project Manager ER0010830 Sworn to and subscribed before me this 3 day of September, 1987. LL),(4,:, 4,4 /,! Diane W. Miller, Notary Public, State of Florida at Large n O\� 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 desmbed. 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 here specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date APRIL, 16 19 87. Owner's Name and Address BARRY UNIVERSITY No. 11300 StreetN. E. 2ND AVE. Registered Architect and/or Engineer FRAGA. & FFTTO Name and address of licensed contractor L. MILTON CONSTRUCTION The West 470 feet, of the South 265 feet, less the west 40 Location and legal description of lot to be built on: feet, & less the South 35 feet of the Southeast $ of the North- east k; section 32 township 52 South Range 41 east all lying in Dade County Florida. Lot Block Subdivision Street and Number where work is to be done State work to be done and purpose of building (by floors), state exterior colors (submit samples) CONSTRUCTION OF TWO STORY DORMITORY AND ONE STORY COMMON (RECREATION) DETACHED STRUCTURE; COLORS PASTEL, EARTHTONES. APPRO- IMA 1 LY and for no other purpose. New Building XXXXXX Remodeling Addition Repairs No. of Stories 9 To be constructed of CBS Kind of foundation SPREAD FOOTINGS Roof Covering CONCRETE ROOFING TILES. A mount of Permit s ( %0 Plan Cubage / 159773 CF. Estimated Total cost of improvements $ Zone cubage required N/A MIAMI SHORES VILLAGE Remarks BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT 860,000 11300N.E. 2ND AVENUE NORTH MIAMI. FLA. Distance to next nearest building 6 2' -0" r S ize of Building Lot 7 4, 6 7 O S. F. ildi Maximum live Load to be borne by each floor 30 # / S . F . I hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to LAZARO MILTON CONSTRUCTION. 2700 S.W. 23 TERR. MIAMI, FL. 33145. 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. LICENSE # GC 3860. STATE OF FLORIDA COUNTY OF DADE. J ss. Disapproved �� !� - 1 ! f Date (Signed) 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 foregoing application. and that he did sign the same, and that all facts therein by him stated are true. c � Permit No. `f/ Ik Date �" � Read. Sworn to and Sub = • bef Notary Public. Stet€ of Florida NOTARY PUBLIC STATE OF FLORIDA (Signed) Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved nate Disapproved Date NOTE: A charge of 125.00 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 125.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. BfiDEO THRU GENERAL INS. UND. RODRIGUEZ ASSOCIATES. CORAL GABLES, FL. 33146 STATISTICS : PROJECT NAME: * *BARRY UNIVERSITY- CGRMS ** ADDRESS: 11300 NE 2ND AVENUE CITY, ZIP CODE: MIAMI, OWNER : BARRY UNIVERSITY BUILDING CLASSIFICATION : ZH BUILDING VALUE $ UNIT NUMBER TYPE EER TONS CBS WALL WALL WALL ROOF AIR CONDITIONING RAISED FLOOR INTERIOR WALL GLASS 1,116 TOTAL CONDITIONED FLOOR AREA = 16633 S.F. LIGHTING : TOTAL KW 26 SECTION 8 BUDGET = 71 BUILDING MBTU /SF = 35.0 In accordance with and specification Florida Energy C OWNER /AGENT: DATE : Review of the plans and specifications covered by this calculation indicate compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance in accordance with Sect 553.908 f'. BUILDING OFFICIAL DATE FORM 800C -86 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION SECTION 8 -- SIMPLIFIED ANNUAL ENERGY METHOD U 8.0 41.0 -- 6/ NON - RESIDENTIAL BUILDING S Y S T E M S ENVELOPE COMPLIANCE PERMITTING OFFICE: 1 1 4, ` ., 1 11$0RItg JURISDICTION NO: Q® PERMIT NO. 7718%41 ZONE : 8 NET AREA 6,724 HEATING UNIT NUMBER TYPE COP BUTH E 1.0 450,000. 0 0 8,316 0 0 CONSULTING ENGINEERS 03 -19 -1987 U 0.29 0.00 0.00 0.05 0.00 0.00 1.1Q S., I hereby certify that the plans lculation are in compliance with the AZUNOFORM COPYRIGHT 1986 - 2- * *BARRY UNIVERSITY- DORMS* r, FORM 800C -86 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION SECTION 8 SIMPLIFIED; ANNUAL ENERGY METHOD = =_ == = ENERGY CONSUMING WINTER SUMMER ELEMENTS U X AREA X MTR = MBTU U X AREA X MTR = MBTU = ==.- ..sz__. =_ -= = °- - - -= CBS WALL. 0.29 6724 -3.70 -7215 0.29 6724 38.20 74488 ROOF INSU. ON WOOD 0.05 8316 -0.30 -125 0.05 8316 102.20 42495 = _ OVERHANG OR. SC WINTER SUBTOTAL = AREA CWM GLASS :SOLAR SC AREA CSM 5/4 N 1.00 320 17.00 5440 1.00 320 91.70 29344 5/4 E 1.00 120 32.30 3876 1.00 120 135.50 16260 5/4 S 1.00 440 43.50 19140 1.00 440 114.00 50160 5/4 W 1.00 236 32.45 7658 1.00 236 136.50 32214 GLASS CONDUCTION 1.10 1116 -8.10 -9944 1.10 1116 16.40 20133 = OUTSIDE AIR 650.0 -9.20 -5980 650.0 155.60 101140 = PEOPLE HEAT 16633.0 3.00 49899 16633.0 8.90 148034 LIGHTING HEAT 26000.0 1.76 45760 26000.0 5.27 137020 = _ 108510 SUMMER = 651288 1 AZUNOFORM COPYRIGHT 1986 WINTER SUET.= 108510 START -UP SUBTOTALS HEAT /COOL MTR SEASON SUBTOTALS ENERGY SUMMARY HEATING TOTAL LIGHTING.RAW ENERGY WATER HEATING TOWER PUMPS TOTAL FLORIDA 'ENERGY EFFI SECTION 8 - SI HEAT 16633.0 HEAT 0 1.00 0 0.00 =_ = = =_ == - 3- FORM 8:00086 CIENCY CODEFOR BUILDING CONSTRUCTION MPLIFIED ANNUAL ENERGY METHOD _ COOL 108510 X 0.42 45574 HVAC MOTOR RAW ENERGY %13400.00 X %223 16633 35.0 HEAT X COOLING 319115 319115 7.09 X 26000.00 = 184340 4.70 X 16633.00 = 78175 0.00 = 0.00 = 0.00 = 0.00 = 0.00 = * *BARRY UNIVERSITY - DORMS' SUMMER SUBT.= 651288 COOL X 0 0 0 71 0 0 -> 581630 COOL 651288 X 0.42 273541 0 == TOTAL MBTU TOTAL MBTU / FLOOR = DESIGN ENERGY < ALLOWABLE ENERGY BUDG] 581630 60153864 APPLICATION AND ACCEPTANCE OF CONDITIONAL BUILDING PERMIT AND ESTOPPEL NOTICE NOTICE: This for and the filing thereof by Applicant places no obligation on Dade County or its officers and employees to issue a building permit, conditional or otherwise. Should any applicant receive a building permit predicated .upon this document., and subsequently repudiate, this document, the building permit predicated on this document shall be void ab initio and of no upply . on a void permit, the Offer -i-n- Charge, Fi i. re Engineering ";and Water Services, Dade County Fire Department, may seek remedies in accordance with the WHEREAS the Applicant is constructing West Hall, Phase 1, an Undergraduate Student Dormitory Building the Dade County Fire Certificate of Occupancy. (IDENTIFY OR DESCRIBE PROPERTY) at Barry University 11300 N.E. 2nd Avenue, Miami Shores, (ADDRESS).. Florida 33161 The legal description of said premises being: The west 470 linear feet of the south 265 linear feet of southeast quarter of the northeast quarter of:Section Township 52,South, Range 41 East, less the west 40 feet and less the south 35.feet WHEREAS, the said described premises are located in an area not served by a public water supply line capable of providing the required flaw for fire protection. WHEREAS, Metropolitan Dade County is willing to permit construction of this project if it recieves legally enforceable approximately 600 linear feet, more applicant will provide D.I.P. and two (2) fire hydrants assurances that the or l ess , . of 12: inch it,s per (ate per attachments) Department specifications prior to tlie ast*Ice of.,a .f! p y . The Applicant, recognizing. the foregoing Fire Department requirements, nonetheless makes application for a conditional building permit. The Applicant agrees and understands that no Certificates of 'Occupancy will be allowed until Fire Department. Barry University has constructed and improved its facilities in compliance with such plans or specifications as are approved by the Dade County Fire Department. The Applicant assumes and accepts all risks with respect to his own development and construction schedules, and hereby affirmatively disclaims and waiv all rights, if any o hold 'Metropolitan Dade County, its employees or offiers," to any liability, damages, caused in the event that completion of the above described facility is delayed following completion of the Applicant's building(s). The obligations of the Applicant under this agreement shall become operative and effective only upon the issuance to it of a permit for subject project as described above. This agreement shall be a covenant running with the land and be recorded with the Clerk of the Circuit Court in and for Dade County; and the cost of said recording to be borne by the Applicant. Said covenant shall be binding upon'applicantts heirs, grantees and assigns. This agreement shall be released upon the filing of a certificate of issuance which shall be executed by th= Officer-in-Charge, Fire Engineering and Water Supply Services, Dade County The Applicant additionally states under oath that he will make no application for a Certificate of Occupancy for the subject construction unless approximately 600 1.f. of 12 inch D.I.P. and two fire hydrants said has been completed, tested and accepted by the Dade County Fire Department and affirms that should the approved facility not be,in service at the time the building(s) may be completed, no relief in the alternate forms of water supply for fire protection may be expecte The Applicant further states under oath that this acceptance is a complete estoppel on to him, his heirs, and assigns as to any rights, real, apparent or otherwise, that he (or they) may have to challenge the efficacy of any conditions hereof. The Applicant further attests under oath until this agreement is released he inform in writing, all purchasers or lessees whether now future contracts or leases, gill . specifically include this . said estoppel under contract or otherwise, notice by reference in'the terms thereof. Further, the Applicant covenants that he will furnish Dade County with the names of the said purchasers and /or lessees upon demand. IN WITNESS WHEREOF, the Applicant &i i". V '- / 1 4_ i (hands) (hand) and (seals (Party of Parties) to and subscribed before me day of My Commission Expires: Notary Public, State of Florida at Large -.. i :_ORiJA BONDED BY SO. CAROLINA INS. CO. MY COMMISSION EXPIRES: JANUARY 16, 1990 of the terms of this estoppel notice and 3.4. all (do) hereunto set . 'J 1 C / r PEA (SEAL) .t/ A F*R E aS SIKTE.OFO 'O1� 1s a urn eat � HEREeV C£RfIF'{i office o a1 III Seal. o01 mY hand and 0411ciai .1,pSNE e R ttIce D P. Court a1 t ui c� ®cK cic� B9 (his) Owner ZONING PROCESSOR / f Ilt'.a�Jr"L 23. 03-27A Rev. 12/77 33 r 1 DADE COUNTY-. DEPARTMENT HOLD SHEET No. 1 3 2" Date V;--177(—i 1 r� 1 .a , 7 ,< /i 7, A , / ,g +~ '�- o fr CP No . y et./ f o/i/ e y- f c- c."1 (CAN) (CANNOT) be corrected at Substation. eieased Date By 17 Ze4-6*(4)76140y March 26, 1987 Miami Shores Village Planning and Zoning Board 10050 N. E. 2nd Avenue Miami Shores, Florida Attention: Subject: Reference: Dear Frank: We trust this submittal will Respectfully submitted, rchitects- planners, Inc. Rodri Assistant Vice- Mr. Frank Lubien Planning and Zoning Board Thursday, March 26, 1987 Agenda Color Charts / Exterior Light Fixture Catalogue Cuts BARRY UNIVERSITY West Hall / Phase I cc.: T. Czerniec Barry University File 8630.00.3a Attached please find copies of the proposed finish color selections for the above referenced project. The same colors are to be utilized in the General Purpose Classroom and Sciences Building / Phase I. The light fixture cuts pertain to the dormitory building only as this appears to be an area of concern for the Board. meet with the Board's approval. co tl� O r) O c 0 Q N L c ') ( C) M • U p a UE O N w LLi U N N Z Q i . g t0 BARRY UNIVERSITY BASE COLOR LOCATION: Major Exterior Wall Surfaces unless designated as Accent Color Wall ACCENT COLOR #1 LOCATION: Exterior Doors & Trim at Dormitory Building. Base Trim at Commons Building and Classroom Building ACCENT COLOR #2 LOCATION: Stair Decorative Wall at Dormitory Building. Corridor Wall (South & North ends of Classroom Building The color chips submitted herein are representative of the color paints proposed for the proposed Barry University West Hall Phase I Dormitory and General Purpose Classroom and Sciences Building, Phase I. Final color subject to slight deviations due to final manufacturer selection and actual paint color as applied in the field. FRAGA AND FEITO / architects planners ding 7W or PL or Tr) !8 .str. .5th "' Frosted 2 Lt. 7W or Finish 100W max. 9W (PL or T1) Dark bronze 3651 3621 white 3652 3622 Po' brass 3656 3626 Ceging or wall mounting. • • ® Mounts horizontally on wall only. —ii "— • .5O5 Frosted 2 Lt. 7W or Finish 100W max. 9W (PL or TT) Dark bronze 4830 4832 White 4833 4835 ▪ Walt mounting only. Frosted 2 Lt. 7W or Finish 100W max. 9W (PL or TT) Dark bronze 4836 4838 White 4839 4841 Frosted 2 Lt. 7W or Finish 100W max. 9W (PL or 11) Dark bronze 4842 4844 White 4848 4847 BASE BID FIXTURE FOR EXTERIOR SOFFIT AREAS SHIELD ..TOWARDS EXTERIOR w Wall mounting only. ..5ys Frosted 2 Lt. 7W or Fish 100W max. 9W (PL or TT) Dark bronze 3654 3624 White 3655 3625 Pol. brass 3653 3623 3824 3654 F &F /FRAGA AND FEITO /architects - planners, Inc. BARRY UNIVERSITY WEST HALL / PHASE I LIGHTOLIEIW /83 F &F /FRAGA AND FEITO /architects- planners, Inc. PROPOSED ALTERNATE FIXTURE FOR EXTERIOR SOFFIT CONDITION BARRY UNIVERSITY'/ WEST HALL PHASE I Isidro C. Borja President Weathertrol Maintenance Corp. PA --Box 523130 Miami, FL 33152 Dear Mr. Borja: cc: Mr frank LuBien '0050 N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138 (305) 758 -8000 August 4, 1987 Re: Mechanical permit for/ Barry College JI I have reviewed your comment regarding Mr. LuBien's interpretation of the fee schedule for Miami Shores., with Mr. LuBien. It is my opinion that Mr. LuBien's interpretation of the fee schedule is correct. I think you will find that Mr. LuBien's interpretation has been con- sistent for the past practices in the Village. Based on my review, I find that a refund is not justified. Sincerely, "'My y Village n nager P.O. BOX 523130 • MIAMI, FLORIDA 33152 PHONE 592 -0340 July 31st, 1987 Miami Shores Village Building & Zoning 10050 N.E. 2nd Ave Miami, FL. Attn= R11y Johnsen W iiii TROr E AIR CONDITIONING CONTRACTORS Ref: Mechanical Permit for Barry College New Classrooms and Dormitories. Dear Sir: We have discussed this matter previously with Mr. Frank Lubien the mechanical inspector. When we b d fns the air nnditioning of the refered job, we consulted your published permit rates (see copy enclosed) to determine how much would the permit fee be Accordingly; and as a general rule of building permits fees, we interpret that when you pull a permit for a multiple apdi Lmew L Tbuilding, you pull one for not the entire building and no one for . each apartment = In'° the same manner, applyinxg_for the mPnhanical permit, one does not apply for individual permits for individual units but for the total system as a whole, regardless of the amounts -of unIts _ - Thus, if a building has one central unit with one huge air handler or one central unit with multiple air handlers, or several split systems, one always obtains only one permit, reg-ardl ess of_th the number of units. Your published rates, and we quote, read: "For each - ton capacity or fractional part thereoff... $9.75 ". Our interpretation is that if a building has 20.5 tons of capacity, we will have to pay for 21 tons. Also your published rates, read. "(including all components parts of the system...) ". An air conditioning system conditions cool air in the summer and warm air in the winter when needed. There- fore the cooling side and the heating side is part of the entire system. rPT l u, _ ._.mss..... I AUG 3 1987 Page 2 Miami Shores Village Accordingly a building that has a system with a capacity of 20.5 tons to cool and heat would pay a fee of 21 x 9.75 = $204.75. Now let us go to our particular case. Barry University has two buildings being built at present. One is a dormitory with twenty six units of 17000 BTUS or 1.42 tons each. Thus the total capacity is 26 x 1.42 = 36.8 tons. The permit fee should then be 37 x 9.75 = $360.75. The second one is the classrooms. Here instead of having one system for each classroom, the engineer selected one unit for all four classrooms. The total capacity is 25 tons. This fee should be 25 x 9.75 = $243.75. The above does not consider the fees of $11.25 for each fan of the ventilation system, which we are not questioning, although they are not shown in your list. With all the above explained, Mr. Frank Lubien charged us $1,114.50 for the dormitory and $297.75 for the classrooms building. The difference between our calculations and those of Mr. Lubien is $807.75. As you will agree quite a difference. This big difference is due to the fact that Mr. Lubien interprets that the heating part of the air conditioning system is a separate item and the way it is written-in your published rates say it different. Of course you must publish - separates rates for - electric heating, because you may be remodelling buildings or adding heat strip or maybe installing only heat elements in a new building such as HUD projects. But this does not mean that -when you are install- ing one system to cool - -heat you must-pay-double. If the intent of the Village o£ 1Kiam;_Shores is to collect their mechanical permit fees based on individual units and also collect separately for heat and cool, this must be stated in your published rates so that a contractor - cannot be mislead. At is time we respectfully request that our case be analyzed and th= Ie (red fees be adjusted accordingly. erely, sidro . Borja res id, B /la Encl. (b St_e;imers or festoon Sights: First 10 lights or less 5.25 Each addition, 10 lights or less 5.25 (c) Plugmold and Track Lighting: First 25 feet 5.25 each 5 feet thereafter 2.25 5. GENERATORS AND TRANSFORMERS, COMMERCIAL HEATING EQUIPMENT, AND STRIP HEATERS FOR COMMERCIAL, INDUSTRIAL & AGRIGULTURAL: Each up to 10 KVA or KW 9.00 Each over 10 KVA or KW through 20 KVA or KW 16.50 Each over 20 KVA or KW 37.50 • 6. SIGNS: Per sq. ft. of sign face Repairs, connection and reconnection 1.50 Minimum Fee 7. TEMPORARY WORK ON CIRCUSES, CARNIVALS, ETC: Equipment ground, each - 6.00 Services as per item v(2) Outlets as per item D(2) and D(4) Minimum fee 90.00 8. FIRE DETECTION SYSTEM: Master Control 15.00 Each device 1.35 9. MASTER TELEVISION AND RADIO SYSTEMS: Master Control 15.00 Zech device 1.35 10. BURGLAR ALARM /INTERCOM SYSTEMS: Master Control 15,0D Each device 1.35 111;744 $ : �O 11. ENERGY MANAGEMEN SYSTEMS: Master Control 15.00 Each device . 1.35 12. SWIMMING POOL, ELECTRICAL: Each Residential pool (group 1) 45.00 Each Multi- family or commercial pool (does not include exterior lighting of deck area) 90.00 G. MECHANICAL PERMIT FEES 1. Minimum mechanical permit fee (Items E(2) through E(8) in this section 25.00 (This minimum does not apply to add -on mechanical permits issued as supplementary to current outstanding permits for the same job.) 2. AIR CONDITIONING AND REFRIGERATION: (Includes all component parts of the system except that water, electric and gas lines and connections are fee'd separately.) (Where BTU rating is not known, substitute one horsepower for one ton or 12,000 BTU's for one ton) For each ton capacity or fractional part thereof 9.75 4 3. FURNACES AND HEATING EQUIPMNT, INCLUDING COMMERCIAL CIAL DRIERS, OVENS AND OTHER FIRED OBJECT; NOT ELSEWHERE CLASSIFIED: (Includes all components parts of the system except fuel and electrical lines..) For vented and unvented wall heaters, see Section C(9) For the first 200,000 BTU per hour or fractional part 22.50 For each additional 100,000 BTU per hour or fractional part 9.00 4. RELOCATE OR LIFT AND SET COMPRESSOR TO DIFFERENT PLACE, SAME STRUCTURE 30.00 5. FIRE SPRINKLER SYSTEM: Per standpipe 12.00 Per sprinkler head . 90 Per hose rack or hose bib 6.00 Per cylinder of CO2 or dry Powder 9.00 Per dry chemical distribution head .60 6. STORAGE TANKS FOR FLAMMABLE LIQUIDS, per tank 37.50 • 7. INTERNAL COMBUSTION ENGINES: Stationary 37.50 8. OTHER FEES: For estimated costs up to $1,000.00 22.50 For each additional $1,000.00 or fractional part 9.25 H. SIGN PERMIT FEES 1. Minimum sign- fee - - -- 37.50 2. CLASS A (TEMPORARY SIGNS) (a) Not exceeding six (6) sq. ft. and not electrically illuminated _.N /C 3. CLASS B POINT OF SALE SIGNS (OCCUPANT USE PRODUCTS SOLD) .60 per sq. ft. Painted Wall Si •ns 60 per sq. ft. 4. CLASS C ( COMMERCIAL ADVERTISING SIGNS) • (a) Painted Class C signs (on walls of building.60 per sq. ft. (b) Semaphore signs (per standard or pole)... .60 per sq. ft. (c) All other Class C signs 60 per sq. ft. 5. AREA LIGHTING, STANDARDS OR FIXTURES: From 1 to 5 Standards or Fixtures 45.00 Each additional over 5 standards or fixtures 9.00 Section -7. This ordinance shall becme effective October 1, 19 PASSED on first reading this 20th day of August , 1985. PASSED AND ADOPTED on second reading this 3rd day of Se .tember 1985. ATTEST: L.R. Forney,Jr -,Vi 11 age C) e BY: t Randy q. Nu Deput APPROVED AS TO FORM: 2 J C 1 4 - Village Attorney - 27 - Karen Kirby / () Mayor 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. /� Date J ,I(oE 1/ _4f 4 19 ® 7 Owner's Name and Address BARR JN /v R s/ Ty No. //3 ®® ' St t R 41/e. i . ` � 2 ES Registered Architect and/or Engineer ! 1Q444 FE 70 ( '4//I r CT) 126,Dg /6iOEZ 4 SS (C. EA14) Name and address of licensed contractor co& 4rH TIZeL N4 IA/TE/f4/IddCE Cp., 78 a Alai . i °ST . rz.33 /ez Lo�oc � cattion and legal des ption lot �o be built on: Low " T " B ock Subdivision SD/9d/ 1/ J-/ J i ® 0 / 0 T �/ ® 7 WEST NALC. /P/s/A . z 1 ✓®/9#1/7 Y .®e.,/G-its' u 4 (e/A/.6a/i sizAre/47 S7 A.'?" /to estos /a/5 Street and Number where work is to be done State work to be done and purpose of building (by floors), state exterior colors (submit samples) 1#115744.44 770,4 C f hit e 4e, oSYe',i TEf1As PER Pt4a.s 4.a/.0 SpE c,Fi c dam' /ea/s /41 8a/L A ono'' PER/.1/T N= eta‘ com<sis r/.a/4 04 61 „• f 02 T SItJ T /+'e vae/T S R 1ATE8 ,OueTuJoR4C A u 2 Twaa( )EXUU4O T P4 aS e q/® cam°». a "'ao -C (dy # °4) / and for no other purp New Building !� Remodeling Addition Repairs No. of Stories 2. To be constructed of COAX. QL®CK twills' Kind of foundation deO/A/r° CDNCR Roof Covering TeassiS ayeew' . AzA 774ES Estimated Total cost of improvements $ .57 1190 • ®� Amount of Permit $ l\ f `q�J��/ Zone cubage required Plan Cubage l 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 - , employer of Labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has compli h 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 , t; - d 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 emp , o y 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. } Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared /S/ � 120 C. e di le - P /Qg .S4 EA/7 e, ar'EA7?/ Q T/'L f7I //INTEM4,uc . C®R/P• to me well known. and who, being by me first duly sworn, upon oath deposes and says that he is the MEC/5/4 /td /CSI L 01 VA,e.) Cm ®A.) 7 A4 c T& i , 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 tine. Permit No. Disapproved Council Approved MIAMI SHORES VILLAGE APC) on BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Date Date Read, Sworn to and SubsoriVelefore me. Notary Pub ' NOTARY P1161 It 5 0 FLORIDA , RV COHKI55tOri * EX? JUL'•30,1951 i:C'+DEO TH1U rf NcR L '1-r tldf), (Signed) uilding Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Date Disapproved Date NOTE: A charge of $25.00 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 $26.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. P.O. BOX 523130 • MIAMI, FLORIDA 33152 July 20th, 1987 Miami Shores Village Building & Zoning Dept. 10050 N.E. 2nd Ave Miami Shores Village, Florida Gentlemen: Attached we are enclosing copy of Mechanical Permit No. 27179 for the installation of A/C units with electric heat strips and related ductwork. This permit covers the following: 26 A/C split units of 11 tons (each unit has a 2.5 KW electric heat as an integral component of the unit). Also includes all the related supply and return ductwork. 3 Exhaust fans and all the related ventilation ductwork. We were charged $1,114.50 for the permit. According to your Mechanical permit fees we should had paid only 39 tons X $9.75 = $380.25 plus the permit cost for the 3 E'fans. We would appreciate your review and comment on this matter, because we feel we are entitle to a refund. Very truly yours, WEATHERTROL MAINTENANCE CORPORATION Isidro C. Borja President ICB /la Encl. W ii iiRTROr E AIR CONDITIONING CONTRACTORS PHONE 592 -0340 •■ '6= BUILDING ELECTRICAL PLUMBING ROOFING PMQAtt Owner of Building 13ASR'I ATPtgr Architect Contractor or Builder Legal Description Address of Building Subdi- vision Sq. Ft. Value of ally Amount of i I `,/vie 14.11 Project $-2- �1 Permit $ This permit h 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 are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered her w er shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, sere o p s. Lot 11, II Bi. Signed• (INSPECTOR) BY In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto an in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this pe , it I assume responsibility for all work done by either, myself, my agent, servant or employee. CONT ' OR or BUILDER MIAMI SHORES VILLAGE, FLORIDA PERMIT Na 27179 Contractor's License No. tkh, 11/4 \ —±- 1 WR r 1 Work to be performed under this Permit 8626A200 06/12/87TOTL 1114.50 Date. BY AUTHORITY bit?, 1 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. Owner's Name and Address Registered Architect and/or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Lot MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT A/ Block Subdivision Street and Number where work is to be done '+/ g 1/ 5 " 0 •0 s ' New Building Remodeling State work to be done and purpose of building (by floors), state exterior colors (submit s plat �,• S vc cd F �� 7/ . 4/ ition Amount of Permit $ Date 4 ° Z ./ 2. No. / o O /K Stxeet , 19 ",0 OA-144r e /J� �j ,Q4 /4 six 5 A/ � 4VA G� / 42- for no other purpose. / S O u) 14-L 'S Repairs No. of Stories 1b be constructed of Kind of foundation Roof Covering 17 e Estimated Total cost of improvements $ 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 =•• o• , bcontrae ., -, on work to be performed under this permit. as are licensed by Miami Shores Village. Remarks (Signed / i/- 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 foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No. X Date � Read, Sworn to and Subscribed before me. Disapproved (Signed) Building Inspector Date 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 $25.00 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. 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. /� / , I / �- A Date 47,e1/ O 9__ Owner's Name and Address 8 I ` 4 1 l/ /f/ � v se s y NoL� ®� 'Stn C2 (yam " Registered Architect and/or Engineer Name and address of licensed contractor 4, Location JJ and legal 7;notplt on: Q� k / LotN/ st o ck Subdivision 3 " ©ff / 1 ,ti `r e ©O as ` !` O / Street and Number where work is to be done /► /g 1 / 1 371 O • M 4527 .S v P/© ill ) A 0 e l ,e ��s State work to be done and purpose of building (by floors), state exterior colors (submit samples) de o 77 Ay1 /,l'G„4,iN 6 e/9 7 v/vi s evi 439--// G . New Building Remodeling Additio: To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ / 'O 'C • Amount of Permit $ .51 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 su • on be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) ce do - //, Oo / >/ s 6 C10.9.14- Fic and for no other purpose. Repairs No. of Stories 4' 1 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 fo -going application, and that he did sign the same, and that all facts therein by him stated are true. Permit No. 9•1/ Date Read, Sworn to and Subscribed before me. r Disapproved � Date (Signed) Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Notary Public, State of Florida Date Disapproved Date NOTE: A charge of 825.00 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 $25.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. I A Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address afi yi 41 e`' €-512// Registered Architect and/or Engineer is Location 1 Name and address of licensed contractor (. / ty� �'��°6 Location and legal desc ption off bbe built on: // cz /3(f." 2 ® 0 �/ 7 1� !� J Subdivision Lot-' (4 .f i r Block ,,// 4 " ,�/ � /% / Street and Number where work is to be done /73 ® W f3 ` • 1i � �, "' r� °' ✓ `d$ c,26 `of State w o r k t o be d o n e _ and purpose of building (by floors), state e x t e r i o r c o l o r s (submit samples) / 0 C;),', / — r. New Building To be constructed of Kind of foundation Estimated Total cost of improvements $ 0 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 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 Suppkimant, 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 e performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed - STATE OF FLORIDA COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments , personally appeared to me well known, lss. APPLICATION FOR BUILDING PERMIT MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Date Y /J � 19 No. A Street ' " � 1 14 , e_} 4A i- ` TS -& f /- e/ / , a/1, Remodeling Addition Repairs No. of Stories la r 7 f Z ering and for no other purpose. Notary Public, State of Florida 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 foregooin _ application, and that he did sign the same, and that all facts therein by him stated are true. Permit No. N' 1 ct Date 1 Read. Sworn to and Subscribed before me. Disapproved Date (Signed) Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $25.00 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. N R C A Waterprooing - Systems of Mang Inc ROOFING CONTRACTORS Bernabb Pena (Ban) 8550 W. Flagler St. Suite 104 Telephone Miami, Florida 33144 (305) 223 -2227 FLORIDA POWER AND LIGHT COMPANY SPECIFICATIONS FOR PAD MOUNTED TRANSFORMER PAD DATE: May 20, 1987 NAME OF CUSTOMER OR BUILDING: Barry Univ. West Hall PH # 1 FPL REPRESENTATIVE: Dan Raispis TEL N0.529 -5115 FPL ENGINEER: Scott Brewer SECONDARY VOLTAGE: (CHECK ONE) ____ 10 120/240V 30, 4 WIRES iii 120/208 3 0 , 4 WIRES 277/480V 30, 4 WIRES OTHER (EXPLAIN) CUSTOMER AGREES TO: 1. GRADING: The customer is to provide a compacted level area within 6" (six inches) of final grade prior to FPL installation of transformer pad and after the customer's service conduits are installed into the pad location. See Exhibit "A" for location of the transformer pad and customer's entrance into the pad. 2. EASEMENTS: Provide FPL with an easement for the area occupied by the pad, ducts and /or cable right -of -way from FPL facilities to the pad, together with right of ingress and egress to FPL employees for the purpose of installing and maintaining these facilities. 3. BASIC REQUIREMENTS: Maintain clear operating space around the pad for ventilation, operation and maintenance as shown on Exhibit "A ". If protective barriers are required and specified on Exhibit "A ", customer agrees to install them as detailed. 4. CUSTOMER SERVICE ENTRANCE: Terminate conduit three inches above final grade within the area indicated in Exhibit "A ". Customer's cable will be limited to a maximum of 8 cables per phase. Extend each cable five feet beyond the end of the service conduits. If metal conduit are used, each conduit shall be fitted with an insulated bushing to protect the cable. FLORIDA POWER AND LIGHT COMPANY SPECIFICATIONS FOR PAD MOUNTED TRANSFORMER PAD 5. METERING: Install necessary metering cabinets as specified and provided by FPL. If more than one service will be provided from each transformer each meter cabinet shall be properly marked to indicate the unit being served. 6. SPECIAL REQUIREMENTS FOR THIS JOB: Describe: See Enclosures FLORIDA POWER AND LIGHT CO. AGREES TO: 1. Provide and install concrete pad and pad mounted transformer. 2. Provide and install ground rods at pad as required. 3. Provide and install duct from transformer pad to FPL facilities. 4. Maintain all equipment and material installed by FPL. ENCLOSURES THE FOLLOWING DETAIL DRAWINGS INCLUDED IN EXHIBIT "A" ARE INTEGRAL PART OF THESE SPECIFICATIONS: No. 1 - Drawing showing details of pad installation and location. No. 2 - Detail drawing of the FPL transformer pad, showing customer's entrance into the pad. No. 3 - Drawing showing protective barrier and planting clearances for pad mounted transformer. SHEET 2 OF 3 FLORIDA POWER AND LIGHT COMPANY SPECIFICATIONS FOR PAD MOUNTED TRANSFORMER PAD APPROVED FOR FPL ENGINEERING DEPT. BY: (SIGN) DATE: �te r17 ANY CHANGES OR VARIATIONS FROM THESE SPECIFICATIONS MUST BE APPROVED BY THE FPL ENGINEER AND WILL RESULT IN DELAYING THE INSTALLATION OF FPL FACILITIES. ACCEPTANCE OF SPECIFICATIONS: I hereby certify that I am authorized to accept these specifications on behalf of the customer and that I will deliver a copy of these specifications to the customer and all affected contractors. Representing the Customer: Name (print): Seal (sign): Title: Date: Tel No.: I hereby certify that I am authorized to accept these specifications on behalf of FPL. Representing FPL: Name (print):Dan Raispis Seal (sign): Title: Power Service Representative_ Date: Tel No. 529 -5115 EX11 .. 1< PAD t iout.LTe.D 5W ITC,tt&1f £W. 1411,1 a Ct.fwd 44 E zot 4 erump._ NE, az OR AMOR 1 COR OVUM VOX 00 OWN OVEXASION .M �12� U isi ►VE,g1TI' PRo e© w e.6 t4 At 111 ST DEMENSION5 SCALED FQOM cus-r PLANS. oP PAD- 17) S I -e_ r.NGt.fesaQ . *1 Fog_ D>:TA l L OF 59 AC E. AVA I La 13 L7✓ Foe. CUST Sre_J2Vtc E,14-rtzANCI( Z� FOE L.A4I75C.o► Pe. CLE.46.t2.ANCGS oe ItlC1,O5 u 21E. 2 PA-O -5P Ea 1 P ICA? 10 NS Fo NEW ��L C�o tiL tYll a�U AV 14,1115 FLORIDA POWER & LIGHT COMPANY DATE 6f ',WV, eXi4I15IT SCALE ,V 5 tt 11 CONTR=TE FOUNDATI • - FO?, /.LL D'jP .EX,THREE. PHASE E:CTIONALIZING AND THR Pi-;ASE LEAD FRONT WITH S = TICr1 ALIZINC PAb MOUNTED TRAUSrOR1 7— S • LEGEND: FR 3' -O NT =P _SECTION .7A A ISOMETRIC .VIEW FINAL Sp ace for Cusfoner's COAChaEs &_Ca les :Space Scr F.P. L. Cori Lu.ts &.0 . &Ies :NOTE: CUSTOMER'S SERVICE CONDUITS SHALL - TERMINATE :3! ABOVE FINAL GRADE: TOTAL NUMBER OF SERVICE CABLE S IS LIMITED TO. 8 PER PHASE CUSTOMER'S SERVICE CABLES . SH.ALL EXTEND 5 FEET INTO THE PAD BEYOND END.OF COKDUITS UNDERGROUND DISTRIBUTION SYSTEM :FLORIDA POWER, & LIGHT COMPANY -PATE: 1- to -74 + Li -woo Jell ) Permit No... 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 work. Owners Name and Address New Building Size Septic Tenlr Feet of Drain We Nature of Water Suppl Amount of Permit $ I T 4 ° °" MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT � Type of Tani t)ist. Feet of Tank l oc Drain Field from Well well FCOM (11E- 0 Size of Soakage Pit. to me well lmown, and who, being by me first duly sworn, upon oath deposes and says that he is of the b o bi sta aM®f s T that he l him carefully c read the foregoing application, therein Gdr C01411ISSI0e EXP. OCT 21,1488 cV''a^°O. .L•Witt IDS. "D. My Commission Expires �o -7 6 .--/o 6 D a t e 0 , s - - 0 . ) . & _ 1 2 2 - - 7 Regist Architect and /or Engineer - tiles i >? Hb � Bk Street and Number where work is to be performed —No I_.D lt� ' State work to be performed and purpose of building (By Floors)--P-170M 1 TO 121 Remodeling SubdivWon.._. •QQ.R Addition. Repairs......... _ ...... No. of Stories.. (sue) A. L Nl e)e, (Signed) ...Capacity cols..__.._ _. • Nom► Public, State raids Plumbing Inspector. 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 5968, Compiled General Laws of Florida Pennanent Supplement, and leas com- plied 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 sub-contractors, on work to be perf . this permit, as are licensed by Miami Shores Villages Master Plumber. _ STATE OF FLORIDA, l is. COUNTY OF DADE. I Beforeme, the undersigned authoriO, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared ci eL / s di r alga Ala ssme, and that all fats R _ NOTE: A' re- inspection fee of 11.00 will be remade what war se-isspaotlra snads•saoasw7 by plat' tooL1 far Inspection, or husky materials and/or worlamaasWD• CLosais BATH Tune $NOW[RU LAVA. TONICS $INK$ SLOP SINKS LAUNDRY TUee - CATCH CATCH BASIN FLOOR DRAIN DRINKING FOUNT' pis WO � H ■A Mat tA f TOTAL FI%TURcs CN[CK ki-14 SEPTIC TANK S[W[R CONN. DRAIN FIELD SOAKAO[ PIT GR[AU[ TRAP SOLAR H[AT[R Dear W[LL SPRKLR. 5Y.T[M SWIM'6 POOL AS Qoa - � pf G��II 1W G LLIST 9 0 66 • VC CHECK + Li -woo Jell ) Permit No... 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 work. Owners Name and Address New Building Size Septic Tenlr Feet of Drain We Nature of Water Suppl Amount of Permit $ I T 4 ° °" MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT � Type of Tani t)ist. Feet of Tank l oc Drain Field from Well well FCOM (11E- 0 Size of Soakage Pit. to me well lmown, and who, being by me first duly sworn, upon oath deposes and says that he is of the b o bi sta aM®f s T that he l him carefully c read the foregoing application, therein Gdr C01411ISSI0e EXP. OCT 21,1488 cV''a^°O. .L•Witt IDS. "D. My Commission Expires �o -7 6 .--/o 6 D a t e 0 , s - - 0 . ) . & _ 1 2 2 - - 7 Regist Architect and /or Engineer - tiles i >? Hb � Bk Street and Number where work is to be performed —No I_.D lt� ' State work to be performed and purpose of building (By Floors)--P-170M 1 TO 121 Remodeling SubdivWon.._. •QQ.R Addition. Repairs......... _ ...... No. of Stories.. (sue) A. L Nl e)e, (Signed) ...Capacity cols..__.._ _. • Nom► Public, State raids Plumbing Inspector. 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 5968, Compiled General Laws of Florida Pennanent Supplement, and leas com- plied 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 sub-contractors, on work to be perf . this permit, as are licensed by Miami Shores Villages Master Plumber. _ STATE OF FLORIDA, l is. COUNTY OF DADE. I Beforeme, the undersigned authoriO, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared ci eL / s di r alga Ala ssme, and that all fats R _ NOTE: A' re- inspection fee of 11.00 will be remade what war se-isspaotlra snads•saoasw7 by plat' tooL1 far Inspection, or husky materials and/or worlamaasWD• MIAMI SHORES VILLAGE ELECTRICAL INSPECTION DEPARTMENT ,81,64 to _ :is 2.70 AP PLICATI0 N FOR ELECTRICAL PERMIT Permit Not 1/1 Date.... ..t........ . 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 Shore 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 work. Owners Name and Address. 54,i'/ Registered Architect and /or Engineer Emplo • g E1ee�id e. 5u/441,r ate. 00 , No /A Street -5 A // / 3 ( ' 1 f Gaon and Leg Lot . i '® Block Subdivision. -2 ' ' 46 Street and Number where work is to be performed —No / /3 ex, Street /a✓e /141/ State work to be performed and purpose of building (By Floors) UN Il(l, St 1'f ))0�/✓r (7 Remodeling .Addition Repairs. No. of Stories. New Building Service Ov Sine Feede Z X 35 u Conduit. P1/� Main Sw �t 5 `C1nderground� Type of Installation— Conduit Tubing 624 1- B.X.L .Metal Moulding Amount of Permit $ 1�' 1 (Signed) R Ce'C- ... Electrical Inspector. 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, ory work to be performed under this permit, as are licensed by Miami Shores Village. es. F'ee4c4 1 Fe/To - . therein by him stated are true. ' o0 l1;i 18,1b8. 1 ,,,. 1"111 My Commission Expire No // 00 Street NE Z A1/6 (Signed) STATE OF FLORIDA, i COUNTY OF DADE. I Before me, the and sign autho , a notary public, Auly juthorised to administer oaths and take acknowledgments, personally appeared ki t° 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, and he has carefully read the foregoing application, and that he did sign ehe'jsame, and that all facts d Ass o e— E,tk Amps. 3e 6o .Main Fuse....._...... ...._.....Amps g''4 f0 8 30 8" / 57— j ;- ( Notary Public, State of Florida Electrician. Atr NOTE: A re inspection fee of $1.00 will be made when such te•inspection is made necessary by improper notice for inspection. or faulty materials and /or workmanship. ZSA -3Sol SWITCH OUTLETS LIGHT OUTLETS PLUG RECE'P'7'S FIXTURES NO. LAMPS REFRIG. OUTLET IRON OUTLET RANGE OUTLET RANGE CONN. WATER HEATER W. HEAT. CONN. SPACE HEATER STRIP HEATER AELu /l TOTAL ` LA,' Zlo 4z-1 246 4$9 p i. %6,! Z 1 lc* p1% tIJ(d , ,ey lru) /D � e �j a 1 o H ?l CHECK p " � z/ 7 1 , JfJs ENT. SW. DIST. CAB. SERVICE TEMP. SERVICE PERM. evASHfl.. playa- MOTORS 0.1 HP MOTORS 1.15 HP NEON TRANS. ALA 2 M R ADIO . SR TOTAL comm. LI ST ( 3 1 PAi£L 7. (� Device � 'I IR7® 2 1 4 • 16 CHECK +,/ � � t6t1'S t®I MIAMI SHORES VILLAGE ELECTRICAL INSPECTION DEPARTMENT ,81,64 to _ :is 2.70 AP PLICATI0 N FOR ELECTRICAL PERMIT Permit Not 1/1 Date.... ..t........ . 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 Shore 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 work. Owners Name and Address. 54,i'/ Registered Architect and /or Engineer Emplo • g E1ee�id e. 5u/441,r ate. 00 , No /A Street -5 A // / 3 ( ' 1 f Gaon and Leg Lot . i '® Block Subdivision. -2 ' ' 46 Street and Number where work is to be performed —No / /3 ex, Street /a✓e /141/ State work to be performed and purpose of building (By Floors) UN Il(l, St 1'f ))0�/✓r (7 Remodeling .Addition Repairs. No. of Stories. New Building Service Ov Sine Feede Z X 35 u Conduit. P1/� Main Sw �t 5 `C1nderground� Type of Installation— Conduit Tubing 624 1- B.X.L .Metal Moulding Amount of Permit $ 1�' 1 (Signed) R Ce'C- ... Electrical Inspector. 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, ory work to be performed under this permit, as are licensed by Miami Shores Village. es. F'ee4c4 1 Fe/To - . therein by him stated are true. ' o0 l1;i 18,1b8. 1 ,,,. 1"111 My Commission Expire No // 00 Street NE Z A1/6 (Signed) STATE OF FLORIDA, i COUNTY OF DADE. I Before me, the and sign autho , a notary public, Auly juthorised to administer oaths and take acknowledgments, personally appeared ki t° 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, and he has carefully read the foregoing application, and that he did sign ehe'jsame, and that all facts d Ass o e— E,tk Amps. 3e 6o .Main Fuse....._...... ...._.....Amps g''4 f0 8 30 8" / 57— j ;- ( Notary Public, State of Florida Electrician. Atr NOTE: A re inspection fee of $1.00 will be made when such te•inspection is made necessary by improper notice for inspection. or faulty materials and /or workmanship. ZSA -3Sol DATE ...„, „ JOB NO 7 7 — /; PROJECT LOCATION CONTRACTOR OWNER . i WEATHER 60 TEMP. -- ° at ° at 4: AM . PM PRESENT AT SITE TO SANTIAGO & ASSOCIATES, bp,ARR■i ENGINEERS, INC. 6850 Corai Way, Siete 300 33155 ix:ARI MAM1, FL A\ to IR (305) 662-5740 THE FOLLOWING WAS NOTED: ( J.12 (AiNk_ - (et omiu ()Cs) irbo ) )00f 7,t/CiliJivoz- a / 07: /00k774 Ci-W7/ / / 77 6<- 4- ,4I0/7-6 728- I Air a /e-c4;(6 77 7?-6W 1/ 71.6V> t';t 7)W ut: ei 77e1; Mitt ( Rx.1) 43? (t-tor )7)(.7?-kr, i!fl tormivoi) irsiteht'� 6r ij4 - 94 ea,2 idiv 73 40 _11 h_T /4/17` / COPIES TO (air tz?! rrew L'se SIGNED ia n4viv' nliM1110 74702T 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 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. Owners Name and Address .edektir. I Registered Architect and /or Engineer.. Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Street and Number where work is to be done ,, State work to be done and purpose of building (by floors) MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT D ate..._.. ! !3o a_jV......2 A pA ._.....and for no other purpose. No. of Stories .:.Z 4.TTt"✓.• UM' ••ttt.TtttttTT New Building Remodeling Addition Repairs Stre 2- To be constructed of Kind of foundation — Roof Covering •Ares Estimated Total cost of improvements $..._..�P ``.® ...» 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 Compensations 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 employe 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 pennit, as are licensed by Miami Shores Village. Remauks STATE OF FLORIDA, COUNTY OF DADE. i ss• Before me, the un ersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared ._[ .. , . • > .g. and who, being by me first duly sworn, upon oath deposes and says that he is the. Ca nes'TP--u�g- 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 sta Permit No.. Disapproved .... (Signed) .._ „..__. Date ..7 .. Building Inspector PLANNING BOARD. Chainnan .... ......._.. »....__ „.... „.. „._ „._ Member Member ... .. ...... „. „.. „........._..�.. „._. Council Approved NOTE: A charge of $1.00 will be made for the I'l.tnnir.; Board. A re- inspection fee of $1.00 will -be charged materials and/or workmanship. _to me well known, Read. Sworn to and Subscribed or me. Notary Public, State of Florida .... Wary Public, wig 0l Florida At tags My Commission Expires ..m t� Banded du Maynard Bonding VAIN _ DATE ... „......._„...... Member .........„„„ . __ Member „ . _....... _...._...._..„.„.„.........._ ....„.._ „__..........._._.._... __..._. _.. „._ Member „_„_ ..... .......... ••• ._.. --- -- _...._„„ ........ Disapproved .. „.._.. „..__ „.» Date making corrections or changes to this application after approval has been obtained from when such re- inspection is made necessary by improper notice for inspection or faulty 5 8 70 4 Registered Architect and/or Engineer Name and address of licensed contractor Street and Number where work is to be done Estimated lbtal cost of improvements $ /6 no 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 ha tin specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address 8 L'f. r r Y L/ i. l 10'e /tO ot_in be built on: / 11 31 6 V 0 04 D 7 Location aid legal N� 4 degcrip on LotS 4 , b'® � ��i lock Subdivision 3 ., State work to be done and purpose of building (by floors), state exterior colors (submit samples) d %_' _ and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Amount of Permit $ 30 o/eR 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 wf ., provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this •ermit; i post or cause to b posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agree , , y ; o , subcontractors .. , work to be performed under this permit, as are licensed by Miami Shores Village. .'�„ Remarks (Signed) AP STATE OF FLORIDA COUNTY OF DADE. ss• Before me, the undersigned authority, a notary public, duly authorized to administer oat and t 9) ackt}ppwled" , a,ts, personally appeared Gs�[ 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 foregoing application, and that he did si Permit No. Disapproved (Signed) 1 Building Inspector 'GL Date , J j u fillf _At" all. -(Arg r My Commission Expires PLANNING BOARD DATE Date 2—Ai 19 Streetl E 2 /t � v� o d same, and that all facts therein by him stated are true. Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $25.00 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. The followin pages were riginally attached to plans with the following permit # ni a21 utiudi2\r,v le){ Dorrns Dafeci BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS COMMENTARY PLATE INSTITUTE, INC.. 1978 Figure 11e) Fine 1(b) t r INTRODUCTION In recognition of the inherent safety of a properly braced roof astern. the apparent lack of knowledge of how, when, and when to lostall adequate bac(g, and in the interest of public stay. the Truss Plats Mahon, Inc., in consultation with its Component Manufacturers Council membwddp, ha undertaken the preparation of these racism. mendations. Substantial concentrated study and deliberative review by the TPI Technical Advisory Committee (comprising a membership of the chief structural engineers of member plan manufacturing companiet, nom .ntatMs of the endemic community. and bdapedent consulting engineers) have barn devoted to this effort. Consultation with the TPI Component Manufacturers Council has resulted in bringing rousts! field handling and section problems into a sharper focus. Inclusion of the tentathse recommendations for on -site handling and erection procedures is one direct result of the consultation. It is planned to study further and enlarge upon these tentative recommendations. While Ow recommendations datiors for bracing oontainad herein an tedwleally sound, it is not intended that they be considered the only method for bracing a roof system. Neither "should these recommenda- tions be interpreted as superior to or a standard that would necesmily be preferred in lieu of an architect's or engineer's design for bracing for a particular roof system. Thew recommendations for bracing wood trusses originate from the collective experience of leading technical personnel in the wood truss industry. but must, due to the nature of responsibilities involved. be presented only as a guar for the use of a qualified building designer, builds. or erection contractor. TMs. the Truss Plate Institute exprenly disclaims any responsibility for damages arising from the use, apptia. ton, or nlbna on the recommsdttions and information contained heron by building designers or by erection contraepn. 1 4 c0,_• en now belay and dun balder* � — tonmwou, lewd tenon, mMlans ntbn,, W I immesh u,nn Walden, ex se wee m ,sins Ow saw new Sunny la Puma It is recommended that diagonal bracing (minimum 2 -inch thick nominal lumber) be installed at approximately a 48 degree angle to the lateral brace. Diagonal bracing should be attached to tie opposite side of the same member requiring lateral tracing. This bracing may be continuous or intermittent at the building designer's option; however. it is recommended that intermittent spacing not exceed 20 feet, a twig the horizontal run of the diagonal bracing. The ground braces should be located directly in line with all rows of top chord continuant lateral bracing. Otherwise, the top chord of the fast truss can bend ddaways and allow the trusses to shift. This shift, however slight pals a tremendous strain on all connections of the bracing system. i.e., the weight of the trusses would than be added to any wind fora or construction load such as bundles of plywood or root dangles tailing to tip the trusses over. All nailing of bracing should be done so that if the trusses should tend to buckle or tip, the nails will be loaded laterally, not in withdrawal. It is not recommended to nail nabs to the and of the building to brace the first tress. Than scabs can break off or pull out, thus allowing a total collapse. As trusts are set in plea, the builder or erection contractor must apply sufficient temporary bracing to hold the trusses plumb, in alignment and in a safat0 dition until the permanent bracing, decking. and/or dwthing an be installed. Temporary bracing should be not less than 2.4 dimension lumber and should be as long as practical for hendihng. The use of den spacer pieces of Lumber between adjacent trusts is not ,ronmendrd, unless used temporally in preparation for knmdiate installation of longer continuous bracing (fbfeet minimum brgthl. Temporary bracing lumber should be nailed with two double heeded hIldvogivoscwogiotarsection with the braced member. Pre asmbly of groups of trusses, on the ground, into structurally brad units which are than lifted into place assemblies is an asoptbb alternate to the ona-at•s-time method. Exact spacing between trues should be maintained as bracing is installed to avoid the hazardous practice of removing bracing to adjust spacing as sheethlng is applied. This at of "adjusting spacing" can puss tropes to topple if a key connection Is removed at the wrong NM. Trust bracing mast be applied to thm planes of reference in the roof system to insure stability: 1. Top chord (sheathing) plane, 2. web member plena or vertical plane perpancieular to trusts, and 3. bottom ,hod leelting) plena. 1. Top Chord Mena. Most important to the builder or exaction contractor is bracing in the plane of the top chord. Truss top chods'are susceptible to lateral buckling before they an brand or sheathed. It is Howes carefully wood trusses era designed and fabricated. all this is at stake in the final erection and bracing of a roof or floor system. It N at this aitical stage of construction that many of the really significant design assumptions are either fulfilled or ignored. If ignored, the consequences may result in a collapse of the structure, which at best is a substantial low of tuns and materials, and which at worst avoid result in • loss of life. The Truss Plate Inrthute "Design Specifications for Light Metal Plate Connected Wood Trusses" are recommended for the design of Mdbvidual wood trusses as structural components only. Lateral bracing. as may be required by design to reduce buckling length of individual truss mambas, is a pert of the wood truss design and is the only bracing that will be specified an the truss design drawings. Lateral bracing is to be supplied in the size specified and installed at the location specified on the truss design drawings by the builder or erection contractor. The building designer or inspector must wcertain that the specified lateral bracing is properly installed and that this bracing is sufficiently anchored or mtrained by diagonal bracing to prevent its movement Special design requirements, such as wind bracing, portal bracing, seipnic bracing, diaphragms. shear walls, or other load transfer elements and their connections to the wood trusses must be considered separately by the building designer. Ha shall determine site, location, and method of connections for diagonsl bracing at needed to resist these forces. Diagonal or eon bracing is recommended in the plane formed by the top chords, in the plane formed by the bottom chords and perpendicular to the truss web member, as needed for the overall nubility of the entire structure. Truss bracing and connection details should be shown on the building designer's framing plan as pert of the design drawings. Bracing materials an not usually furnished as part of the wood truss package, and should be provided by the builder or section contractor. The builder w erection contractor is responsible for proper wood trues handling and for proper temporary bracing. He must ensure that the wood trusts are not structurally damped during erection and that they are maintained in alignment before, during, and efts installation. Temporary or erection bracing may follow, but not necessary be limited to, the building designer's framing plan. It is recommended that erection bracing be applied as ash trod is placed In position. Figure 1(d) von eons awn noses nen mews dew Iperwne Figure 3).) 2 5 LAP mines ben., orb a m„1 Iwo bobs STAGE TWO: During Truss Erection the builder or erection contractor must take adequate precautions to assure that the wood trusses are not structurally damaged. Proper rigging, including the use of spreader bars and multiple pick -up points, when required is necessary to prevent damage during handling. tentative recommandatiom are pesentd in the Appendix hereto. It is most important to bran the tiro truss at the and of the bulking securely. All other trusses are tied to the first truss, thus the recommended that continuous lateral bracing be installed within 8 inches of the ridge line or center Tine and at approximately 8 feet to 10 feet intervals between the ridge pine of sloped trusses or center line of flat trusses and the eaves. For double member trusses this spacing between laterals may be unversed to 12 lett to 14 feet. Diagonals. located between the lateral bracing and set at approximately 45 degree angles, form the triangles required for stability in the plane of the top chord. NOTE: Long spans or heavy bads may require closer spacing between lateral bracing and closer intervals between diagonals. Figure 31a) illustrates temporary bracing in the plane of the top chord for gabla trusses. If possible. the continuos lateral bracing for the too chord should be placed on the underside of the top chord to that it will not have to be removed as the plywood docking is applied. The trusses are then held securely even during the decking process. It is equally important for the builder or erection contractor to install bracing in the plane of the top chord to flat roof or floor trusses The use of a similar bracing pattern is recommended for all flat trusses. Particular attention is directed to bracing at the and of flat trusses as shown in Figure 3(b). 2. Web Member Plana. It is also necessary to install temporary bracing in the plane of the web members. This bracing is usually se sew member Peen 11 I t.nth ,nCnnb,I Poe double newton nes O,etn mebw,tl Loneend ee4Mn a ochre al 140 n.r a• 60.0 at 20 he xanneels TRUSS PLATE INSTITUTI 583 D'Onofrio Drive, Suite 200 Madison, WI 53719 The design of wood tenses in accordance with TM.dealgt cat maim= 1. Truss memben are Initially straight unlform In sees sect and uniform In design properties. 2. Trusses are plan structural components, installed vertia broad to present basal movement and parallel to each 0' at the design spacing. 3. Truss members an pinned at pints for determination of a forces only. 4. Then h continuity of chord member, at pints for detour ton of morrow stress 6. Companion mambas an basally restrained at specific k tons or Intends. 6. Superimposed deed or lie load' act vertically, wind bads applied normal to the plan of the top chord, and anantn bads are applied at a point 7. In addition to the lateral bracing spacifled by the truss dasigr the building designer will specify tuff Plant bracing at ri angles to the plane of the trots to hold wary truss member the position assumed for it b design. 8. The building designs (not the truss design) will spa sufficient bracing and connections to withstand beam bac of the entire structure. The theory of bracing is to apply gutficient support at right aril to the plane of the truss to hold every trues mamba in the posh awned for it in design. This theory must be applied at three stages. STAGE ONE: During Building Design and Trull Design individual b mambas are checked for buckling, and lateral bracing is specifies required for each true member. The building designer must set how this bend bracing is to be anchored or restrained to pre lateral movement should all truss members, to braced, tad to buc together as shown in Figure 11b). This may be acamodided by: 1. Anchorage to aogd end walls (Figure,lc)). 2. Diagonal bracing in the plane of web mantras IFigun 1Id». 3. Other means as determined by the building dedgnar. 3 bracing system depends to a pas extant on how well the first trot braced. Om satisfactory method is for the first truss top chord to be brat to a teaks driven into the ground and securely arch o,d. The got. bran itself should be supported as shown in Figure 2 wit is apt buckle. Additional ground bgoa, in the opposite direction, Inside • building an also recommended. 6 installed at the same location sped id on the architectural plan permanent bracing, and may becomes part of the prmwnt bracing is recommended that diagonal bracing be added at sect, web mom requiring continuos lateral bracing. If none is specifiad, it recommended that it be placed at no pats then 16 feet inter along the truss length for roof trusses and 8 feat intervals for fk trusses. It is not genteelly necessary for diegael bracing to tam condo oudy for the lug length of the building but it is rammrmnded that I spacing between sets of diagonal bracing not races, 20 feat, or he the horizonul run of the diagonal bracing. Rows of 2x8 strontbet may also he used to brace floc trusses Were diagonal bracing impractical Figure 46d illustrates (Begone bracing in the Wane of web members; Fgure 41b) illustrates the lateral movement that ev occur if latent bracing is used without diagonal bradng• 3. Bosom Chord Man. In order to hold props sparing on t bottom chord, temporary bracing is recommended in the plan of t bottom chord. Continuos lateral brachg at no greets than 8 feet ID ieet on centers slog the truss length is tarns mended full length the building. nailed to the top of the bottom curd. Diagonal brad Figure 41.1 Figure B(b) IP 1 IO 11 1 it ►f Fare 4(b) Wheeen leterab placed at approximately 45 degrees s recom mended for stability of the bottom chord. Diagonal bracing in the Plane of bottom chord b generally not required throughout the length of the building. but it is recommended that it be located at tent at each end of the building. In most cases, temporary boring in the Plane of the bottom chord is installed at the locations specified on the architectural plan for psmsnsnt bracing, and is, therefore, left in place as permanent bracng. Figure 5 illustrates bracing in the plane of the bottom chord. Full bundles of plywood should not be placed on trusses. This construction load should be limited to 8 sheets of plywood on any pair of triton and should be located adjacent to the supports. No excess concentration of any construction materials (such as gravel or shhgles) dopy. %w bap sr. a.pw + 1e0 End a Wvoa..wrr 201m ...vats y Mee -Masi at .pp0a.o.Rh MUM ntwwl n lame 310003 401301.443r0 'gig^ 1.60e. tM Noss m 04..13 4411643. 134434 10 13 16 app. 121m W11 fan ...too moss ttvrdna ter took. ton on mew SP.. mess balding for eeon. Tram* Inp*5I aonm.ssus Muni Onanlownoms tops ISOM/m n sm0* Wawa 1e4.sr. If puriOn are used, spaced not to exceed the buckling length of the top chord, and adequately attached to the top chord, it it recom- mended that diagonal bracing be applied to the udrslde of the top chord to prevent lateral shifting of the patina t Figure lane oo8 tochord t dapitsMme use of cl spaced Wrl braeing in It is recommended that this diagonal bracing, as shown In Figure 5(b), be installed on both sides of the ridge line in all end bays. 11 the building exceeds 80 f fee length, this bracing should be repeated at iintervals n o vin than 2. Web Member Plana The purpose of this bracing is to hold the trusses in a vertical position and to maintain the design spacing. In addition. this lateral bating may be required to thorten the buckling I A I 4ror0.n44r 113 0111810kgb Tee.. Figaro A11) A wanted procedure for lifting trusses is illustrated in Figure All) it the teas .pan don not exceed 3D feet. Figure 5 Teem Flpsa Al2) • Dowd. loon towel Oar M 70 tan 1010101x. tss1+ 5r el 11 14 17 030141•1301 boons Om- a 44 to 10 Ion beano M O am • Omni a.401c en 0840* ..*0001 should be placed on the trusses in any one area; they should be spread out evenly over a large area so as to avoid overloading any one truss. All mechanical equipment should be located only should on o even ssset tempoarily designed to support it. It shld not be dropped m any other area unless the si are aade of semaso m shored. All fl _ era truism s be adequately shored to be stored temporarily until the next higher wells are finished. STAGE THREE: Permanent Bracing n designed and specified by the architect or engineer for the structural safety of the building. It is the responsibility of the building designer to indicate size, location. and attachments for all permanent bracing as requred by design analysis. In general, it is desirable to design and locate all bracing so that it may as shear work t ea frames, other bering walls, columns beams, etc.l *0 walls, port achieve total structural integrity. length of a web member. As described gather I n the discussion building design end truss design (STAGE ONE). spa anchorage is essential to stabilize the lateral bracing. Diagonal bracing in the plane of the web members is alto used to distribute unequal loading to adjacent trussesean I diagonal leteral fords to diaphragms or sham wails. Spacing of in the plane of the webs is a matter of llidgment to be made by the building designer. and will depend upon the truss span, truss configure• tlon, type of building, and the loading. Generally. for roof trusses, the spacing ranges from 12 feet to 18 feet depending upon how it relates to the bracing in the plane of the top chord. For floor trusses the aoss bracing should be approximately e feet on centers. Lateral 24 strong-backs may also be used for some floor systems. Figure 1 and Figure 4 illustrate bracing in the plane of the webs. 3. Bottom Chord Plane. This bracing is required to maintain the truss design spacing and to provide lame! support to the bottom chord to resist buckling forces in the event of revrtsl of stress due to wind uplift or unequal roof or floor loadings. For multiple bearing trusses or cantilever condition, portions of the bottom ly to resist buckling in the same manner as t ne t p chor braced simple span trusses. Bracing in the plane of the bottom chord is also designed to transfer lateral forces due to wind or seismic loads into side walls, shear walls or otter resisting structural elements. Diagonals between continuous lateral bracing serve to stabilize the bottom chord. It is recommended Mat one complete bay of diagonal bracing be installed at each end nrv any building, and additional such bays be located spe ted at d le not to exceed 20 feet. Figure 6 illustrates the use of bracing in the plane of the bottom chord. These recommendations for bracing wood trusses have been derived from the collective experience of leading technical personnel in the wood dub ted�rtedbut only must, wide for the use of nature responsibilities of a qualified building involved, be proses designer, builder. a erection contractor. For true spans between 3D feet and 80 feel a suggested lifting procedure is shown in Figure A(2). It should be noted that the lines from the ends of the spreader ter "taro -in." 11 then lines should "*0,051," they will tend to sun buckling of the truss. ) Ryao ram awe pin. 4— Tto 04.b mob/Mae ano d b.y4n pn18.t Hotta 81*) Permanent baring must provide sufficient support at right angles to the plane of the truss to hold every truss member in the position assumed for it in design. In addition, permanent bracing designed to resist lateral forces imposed on the completed building by wind or seismic forces. Permanent bracing may be subdivided into three logical compo- nents: 1. Top Chord Plane. This bracing is designed to resat lateral movement of the top chord. If plywood floor a roof sheathing is I a lied with staggered joints and adequate nailing a oontinu- ou* di 'u Y phn gm action is developed and additional bracing in the plan b ous generally not required. Some metal roofing materials may be depended upon to act n diaphragm when properly lapped and nailed. Selection and use of these materials is at the discretion of the building designer. APPENDIX It is intended that this appendix contain only tentative recon me dations that may be used as guide for on site handling am erection until a more complete statement can be prepared. There ma be soma irstartas in which additional precaution will be necessary. UNLOADING. If possible, trusses shall be unloaded on relativel smooth Bound. They shall not be unloaded on rough terrain the would cause undue lateral strain that might result in distortion of nut Mints. Dumping of trusses is an acceptable practice provided that th trusses are not damaged or excessively stressed in the act of dumping The builder shall provide protection from damage that may bt caused by on construction activity. STORAGE. Care shall be taken so as not to allow excessive bending o' trusses or to allow tipping or toppling while the trusses are banded o when the banding is removed. If trusses fabricated rash lire retardant treated wood must be store prior to direction, they should be stored in a venial position to prover water containing chemicals leached from the wood from standing o the plates. A further precaution may be taken by providing a cover ft the trusses that will prevent moisture from coming in direct cant• with the trusses and which an be ventilated to prevent condensatio ERECTING TRUSSES. The truss erector or builder shall take n necessary preautrons to insure that handling snd erection procedur do not reduce the loadurrying apecity of the truss. Trusses shall be installed plumb, at specified spacing and in•plai (i.e., trusses will be properly aligned). 12 15 4030+44 713 to 3q 011.3331040 Figure A(3) For lifting trustee with spans in excess of 60 feet, it is re mended that a strong -back be used es illustrated in Figure A131. strong-back should be intervals of approximately attached eet. t Further. the strongback thou at or above the mld•height of the truss so as to prevent overturning atrong.bazk an be of any materiel with tutliaem itre gth to s carry the weight of the truss and tuflicient rigidity to edgustsly boding of the .run. 18 wanar a,: ormr4. w ..u....... i TOP 2X 4 NUMBR.2 SPKD I BOTTOM 2X 4 NUMBR.2 SPKD WEBS 2X 4 NUMBR.3 SPKD (W /B - WITH BLOCK 1 TOP CHORD SPLICE PLATE SIZE B -C 3X8 SOT CHORD SPLICE PLATE SIZE CAMBER SUGGESTED LOADING (PSF) TOP LIVE 30.0 TOP DEAD 15.0 BOTTOM 10.0 TOTAL 55.0 MANUFACTURED FROM ASTN A 448 6RD A OR BETTER STEEL. INSTALL RATES SYMMETRICALLY ON BOTH FACES OF JOINTS. EXCEPT AS SDMt AVOID KNOTS, WAIF AND DISTORTED GRAIN. JOINTS TO BE HELD FIRMLY TOGETHER UNTIL TEETH ARE Elm IN W. (SEE TPI: QUALITY CONTROL MANUAL.) FORCES • A -B -928 A -D 900 B -0 -931 B -C -0 C -0 -225 , 7 1 [. a SCALE 0.75 1' SPACING 2.0 ' 0.C. TPI 78 DS6N.CRIT. ALLOWABLE STRESS INC. 33 % 11 -0 11 -0 AS SHOM4.BRACE BOTTOM CHORD AT INTERVALS OF 10'-0 OR LESS IF NO RIGID CEILING IS APPLIED. THIS DESIGN ONLY SNOWS STRUCTURAL BRACING REQUIRED FOR INDIVIDUAL THUSS.FOR PERMANENT ANC TEMPORARY BRACING. WHICH IS ALWAYS REQUIRED, CONSULT BUILDING ENGINEER OR ARCHITECT. REFER TO MT: COMMENTARY AND RECOMENDATIONS (TPI) .ALL DIMENSIONS. LOADING AIO EARING CONDITIONS ; TO E CHECKED AND VERIFIED BY ENG., ARCHITECT. 0R BLOG.OFFICIAL Pf1IOR TO FABRICATION. REACTIONS SPLICE AT 1/4 TO i/3 OF PANEL LENGTH FROM EITHER JOINT. DO NOT SPLICE CONSECUTIVE PANELS OR SAFE PANEL TWICE. A -568 0 -568 5 4 RE6.ENG. 013658 FLA FGIi... r APPROVED FOR B.K.M.INC. 04 3X 5 DESIGNED BY JAI CHECKED BY MYI DATE 5/14/82 DRW6 . # ' -0352 IDSGN.REOUEST # 0 NUM GRADE OF LUMBER 2X 4 NUMBR.1 SPKO TOM 2X 8 NU4BR.1 SPKO IS 2X 4 NUMBR.3 SPKD i/8 - WITH BLOCK 1 :rP MID SPLICE PLATE SIZE - C 3X8 Ot CHOPO SPLICE PLATE SIZE - E 5.5X8 Avis', T t SPY O Z. •3� ..--- r 2ti 4�/a3� 2, . 4 � o'2 To 7- Z • coMMO�l j4Ckk' CALIBER SUGSESTED I LOADING (PSi-) I TOP LIVE 30.0 TOP DEAD 15.0 BOTTOM 10.0 =HECTOR PLATES ARE ENAA 20 GAGE EXCEPT AS SNOW. NAItFACTIFED FROM AGM A 44, fo D A OR BEM; STEEL. INSTALL PLATES STIiETRICALLY ON ®TN FACES OF ADNTG, EXtFPT AS SEA AVOID POTS. MAZE AND DISTTiTRED GRAIN. JOIXTs TO BE PE'CD FIPIL1 TOGETHER t)ITIL TEETH ARE 9 T1OEJ TM Nano (SEE TPI: Dom+ ITT =MIX I1A GIA • A -B B -C C-0 SCALE 0.50 1' SPACING 1.0 ' 0.C. TPI 78 DS6H.CRIT. ALLOKABLE STRESS • Trn &, re w •fl 7/ FORCES -5042 A -E -3135 E -F 0 F -6 4965 4965 3087 C -F 1418 C -G -3274 0 -6 -110 1 17 -$ , •r S, dad 1:-.5 ae fiaereiGift .r CUP 51° - < 5 z i(d: 3 4.4S c iAm/L,S :3:a C '• . Z, �'sd fts 8 -E 444 A 8 -F -1907 6 THIS DESIGN ASSL ES TrvNIdi*.t& b A.Atro .a. ,.........„ -. -- -- - AS 9ifM.BRACE SOTia CHORD AT DITERvALS OF f0•-0 MI LESS I•IC RIGID CEILING IS APPLIED. , THIS DESIGN OW, WAS warm*. BRACING REQUIRED FOR INDIVIDUAL TR.5$.FDR PERAA EXT AND TEMPURA! V RACIl6 MNICH IS 'CRAYS PEOUIFIED. COHSLLT S UILOIHG ENGINEER OR ARCHITECT. REM TO 9 T. CONMpflARY AHD RECOMIDCATIOI6 (TFI1 .AIL OIIE?6IO SADADDi AND EARRING CONDITIONS TOE CHECKED AND VERIFIED BY D.. ARD}HITECT.OR I.DG.OFFICIM. PRIOR 73 FABRICATION. • REACTIONS SPLICE AT 114 TO 1/3 OF PANEL LBETH Felt EIT}Bi JODR. OD NIT SAKE CONSECUTIVE PANELS Ol SAW PANEL NICE. -1048 1X4 co 2X3 CAtT. Enema Cott. TO In W /2-9Q NAILS WDt. -1904 — 4 -10- 9 t1, CORNEA SET 4 1 B.�f: E.4Sl, • Ii •T 6'. Ar . 2 71 PART / 4 -10- 9 G.` 4X rCa2 R A , 44).G�S wm. `GC .�'e' 1 • • i• Z 1. DESIGNED BY JAI CHECKED BY MYI 'DATE 5/14/82 DRN6.f - 0352 OS6H.REOUEST /' 0 AF 12313A AU. DIMENSIONS AND LAYOUT MUST BE CHECKED BY BUILDER BEFORE FABRICATION OF TRUSSES TRUSSES MAY NOT REAR ON ANY INTERIOR WALL OR PARTITION UNLESS DESIGNED FOR SAME. DO NO CUT OR ALTER TRUSSES WITHOUT AUTORIZATI0N FROM SMANKKU��FACTpURER. NO FROM HARES S iFNOTE WITH Y4 NOURB FOLLOWING DELIVERY. FIELD BRACING 18 NOT �THE �RESPONSARIUTY OPINE TRUSS ADVICE�N I ERECTION ARE WH HIS ALWAYS REOUIC[D TO PREVENT TOPPLING AND DOMWOINO DURING ERECTION AND PERMANENT BRAC WHICH MAY B IN SPECIFIC AP PP�LII . 3E A f REC O T I S AX. W HS tE NOCRIB CE L 1 N I[D DIRECTLY TO BOTT A I T iO 3-0 l o ll .C. MAX wHE1tL CHORDS. THEY SHALL. BE BRACED AT 10 - V 0.C. MAK. G E R CONNECTIONS NOTE OR 3'4 4 MENM. GIRDERS CONNECTEt TOGE1 ER GIRT ER CONSIST OF 3 TRUSSES CONNECTEb TOGETHER \N ITN 1/2" BOLTS (J 4 0,C. ALONG TOP AN Q,OTIOWsh :CHORDS, ALSO USE 16, c( NAILS IC. C.C. STAGGERE© THROUGHOUT TOP CHORD 9 50TTOM CHORD AND \NEBv. : (IT IS ASSUMED THAT PROPER TRUSS I- TAND WILL. :TRANSFER RS AC'T1ONS OF TRUSSES TO ALL MEML3ERS O TI- E C=IRDE•R. ( ALSO P.PPL\ES F GREKVER AM OUNTS (2) NOTE FoR 2 MEMBER GIRDERS CONNECTED TOGE GIV DER CONSIST OF 2 - TRUSSES CONNECTED To6ETAER, WITH 16 d NAILS C D 12 D,C, STAG 6E REt THROUHOUT TOP AND BOTTOM C.NORDS ANI) WEBS. G, y 1 NAY[ `XAMINED MINIM NO PLANT AND TM[ TN[ ATTACHED TRUB 0 [[ N N$ AIID EMi TI ON[ T A^L R R � G L N p [ N wa A4 p D� ANO RN TNA NV = EN BB�E VERIIIP E AN0 N AC THE01OGINAL ANOUMBEC QF TII AND R OVE TMEM A3 E 0W1( MTCN RY DATE: DADE TRUSS Company Inc. 1021 N.W. 71 AVE. MIAMI, PLAA3101 P14 13051 min Z. et e li);: I'll , : ::: q ) fo - , 01 . •,•• .1,:.„. 7 DATE LOT BLOCK JOB •• 3 ARCHITECT MINIMUM GRADE OF LUMGyEfR . TOP CHORD . 2X 4 NO. 2 SOUTHEQN PIN -BOTTOM 4,1 2x4 Mo.2 5OIJ11 -1e2N PIN Wet, tvtet-lee125 2X4Uo.3 kpoourwERN PIN .■•■•• Loading (PSF) Top Chord • Live 30.0 Top Chord • Dead_ 15.0 Bottotm Chord 10.0 4x4 2x3 12 =0" Connector pates ors 'SEMAX' 20. Ga manufortwsd from ASTM A446 Ord A Galvanized steel a (except as shown a Plates on to be Installed on both faces of joints - e symmetrically (unless otherwise specified by dimensions) avoiding tarots and distorted grain. Joints to be held firmly together until teeth are embedded In the wood. Design specifications conform with NOS design specifications, and TP 1 70. PITG1-1 VA RI el CM PI CAL) 3X5 G `4 t2 2x3 2x3 COMMON TwaRS) 3 x5 1 SPACING 2.0 0. c. _ POSTAPQ.7T osGN. 5TR. D.K.M. INDUSTRIES = ALA o f c0t_E ^ sTRES ' S ...Ft wa C VALLEY DETAILS Handling and overflow- aro not the responsibility of the detlgnsr or pis plate manufacturer. re during bonding and/or bundling. deliv� an d Iestallatlon to avoid damage. Camber as shorn on this drawing 1s that recent- mended for normal conditions of loading and fabrication. Comber may be revised of the option of the fabricator or architect. 4x4 • 2d-0" $ OvBR VALLEY Sa-r VALLEY TRUSS CONNECTION DETAIL SRU33 SYMMET4tcA1. ABOUT' cEI4TEa UNc IsxCEPT A!i SHOWN 2x3 2x3 oPr.6r1.. 2x3 6" WEDGE NAILED To TR.US4 TI'sL5 OR. BEVEL CUT S.C. ON VALLEY TRUSSES • RIDGE LINE GABLE END TRUSS RoOF I AYouT ApPtpvBD 1 200M. Designed by 41 Checked by Dote It • In ./a/ i- F1 fVwviww Ne 19Aflit f __= < < < <A:C.E.9. Version 2.0 » > >== __________ = « < <DADE- TRUSS- CO. » » = =_ Customer : L.MILTON Date : 07 -20 -1987 Project #: 0711 Truss ID :RT2 Family # 108 Span : 57 -0 QUANTITY : 49 Top Pitch : 4/12 ________________________________________________ _______________________________ TOP CHORD BOTTOM CHORD WEBS REACTIONS 1 -2 =1586 7 -8= -1501 2 -12= -5233 12= -3118 2 -3= -3493 8 -9= 2802 2 -11= 713 8= -3118 3- 4 = -3098 9 -10= 3535 3 -11= -343 4 -5= -3099 10 -11= 3534 3- 10 = -732 5- 6 = -3495 11 -12= 2802 4 -10= 1144 6 -7= 1585 12 -1= -1501 5- 10 = -733 5- 9 = -342 6 -9= 713 6 -8= -5234 PLATE OFFSETS (X= LEFT,Y= TOP):[J9= 3, 2],[J11= 3, 2], 10-4 -8 15 -5 -4 28 -6 37 -6 -12 46 -7 -8 57 -0 1 10 -4 -8 1 9-W-12 i 9-0-12 1 'S -0 -12 1 9 -0-12 10 -4 -8 5X6 SF'L . 5X6 SPL. 7X6 4 4;-:5 : 5 4X 4` 12 5 -4 - 14 -0 ' -4 8 -8 11 4X12 7X6 4><5 28-6 14 -6 4X8 5;. <6 SPL . 10 4X8 6 4:3 -0 14 -6 9 7X6 51 -8 8 -8 4X5 8 4X12 LEFT HE I 6HT : 0 -6 -1 SPAN: 57 -0 R I SE : 10 -0-1 RIGHT HE I GHT : 0 -6 -1 57 -0 5 -4 _ ___ _ __ _ __ _ __ _ __ __ = == LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP CHOR0:2 *6 No.2 KD SP TOP 30 15 TOP 5 -6= .8 BOT CHORD:2 *6 No.2 KD SP BOTT 0 10 BOTT 9 -10= .897 WEBS :2 *4 No.3 KD S ___ = STR.INC.: 1.33 SPACING : 24 in. o.c REPETITIVE STRESSES USED NO. OF MEMBERS= 1 MIN. BRG WIDTHS @ JNT. 12= 3.5 ;8= 3.5 : DEFL.': L/360 WEB 2 -12 TO BE 2 *4 No.2 KD SP WEB 6 -8 TO BE 2 *4 No.2 KD SP WEB 2 -12 BRACED AT 1/2 POINTS WEB 3 -11 BRACED AT 1/2 POINTS i 2 181 WEB 3 -10 BRACED AT 1/2 POINTS WEB 5 -10 BRACED AT 1/2 POINTS WEB 5 -9 BRACED AT 1/2 POINTS WEB 6 -8 BRACED AT 1/2 POINTS PLATES ARE BEMAX-2O HOLDING- 240 TENSION- 359 SHEAR- 242 MANUFACTURED FROM :;STM A 446 GRO R 6' URNIZEO STEEL(EXCEPT RS SHOUN) PLATES MUST BE INSTALLED OH BOTH FACES Of JOINIS,SYMIIETRICRLLY(EXCEPI RS SHOUN)DESIGN CONFO'- 5 UITH NOS DESIGN SPECS AND SSBC,TPI THIS DSGN I5 FOR TRUSS FABRICATION ONLY.FOR PERMANENT ONO TEMPORARY BRACING(UHICH IS AWAY )CONSULI BLDG ARCHITECT OR ENGINEER. • __ =<:►:CCA.C.E.S. Version 2.; :✓:;xx = = = =_ ________________ {<<{DADS- TRUSS- C0. 7> L Date : 07 -13 -1987 Family # . 4� T2 Top Pitch •' Oustomer MILTON Project #: 0712 Truss ID :RT10 . Span : 44 -6 QUANTITY : 1 TOP CHORD 1 -2= 1184 2 -3 = -62 3 -4= 421 4 -5 = -48 5 -6= 1219 6 -7= 0 7- 8 = -242 5-4 8 -0 -5 8-0-5 LOADING (PSF) L D TOP 30 15 BOTT 0 10 13 12 3X4 4:x!5 11 -t3 BOTTOM CHORD 8 -9= -608 9- 10 = -57 10 -11= 42 11- 12 = -11 12 -13 = -2 13 -1= -1112 5 -4 5 -8 8 -2 LEFT HE I GHT : t0 -6 -1 SPAN : 44 -6 6X10 MAX STRESSES 11 4` <5. TOP 5 -6= .998 BOTT 8 -9= .444 WEBS 2- 13 = -1626 2-12= 85 3 -12= 105 3 -11= -734 4 -11= -931 4 -10= 6 5 -10= 193 5- 9 = -1672 6- 9 = -763 6 -8= 689 15 -9 -2 23 -6 31 -2 -14 38 -11 -11 44 -6 7 -8 -14 7 -8 -14 7 -8 -14 { 7 -8 -14 5-6 3X6 SPL. 3X6 SPL. 3X6 SPL. 19 -2 27 -1n 8 -8 0 ;0 0 == = = = = =___ ______ = == = ===m= ° 10 4X 3X6 SPL. 36 -0 WEB 4 -11 BRACED AT 1/2 POINTS WEB 5 -9 BRACED AT 1/2 POINTS PLATES ARE BEMRX -20 HOLDING- 240 TENSION- 359 SHEAR- 242 MANUFACTURED FROM ASTM R 446 GRO R GRUAHIZED STEEL( PLATES MUST BE INSTALLED ON BOTH FACES OF JOINTS,SYIIIETRICALLY(EXCEPT RS SHOUH)DESIGN CONFORMS UITH NOS DES THIS DSGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT RHO TEMPORARY BRACIN6(UHICH IS ALMS REQD)CONSULT BL i6 9 4X5 8 -2 8 -6 RISE:8 -4 -i RIGHT HEIGHT:1 -4 -1 _ =xa = = =x = = = = MINIMUM GRADE OF LUMBER TOP CHORD:2 *4 No.2 K8 p BOT CHORD:2 *4 No.2 w WEBS :2 *4 No.3 KD SP STR.INC.: 1.33 SPACING : 24 in. REPETITIVE STRESSES USED NO. OF MEMBERS= MIN. BRG WIDTHS @ JNT. 13= 3.5 ;9= 3.5 ;11= 3.5 : DEFL.< . L/360 REACTIONS 13 = -1 ;96 9 = -1 11= -1611 44 -6 o SPE EPT CS RND 0S SS TPI -RS ARCHITECT OR ENGINEER. 3p!6 6 rr 1 29 18 4 Version 2.0>>>> Customer : L.MILTON :Project #: 0712 Span : 42-6 == = ====== TOP CHORD 1-2= 1184 2-3=-87 3•4= 384 4-5=-198 5-6= 778 6-7= 0 7-8=-152 8-0-5 8-0-5 LOADING (PSF) L D TOP 30 15 BOTT 0 10 1:3 3X4 5-4 11-0 5-8 BOTTOM CHORD 8-9=-253 9-10= 167 10-11= 115 11-12= 21 12-13= 13 13-1=-1112 15-9-2 7-8-14 3X6 SPL. 12 4X5 LEFT HEIGHT :0-6-1 SPAN 42-6 = Truss ID :RT1D1 QUANTITY : 1 4X5 3X6 SPL. 19-2 R-2 MAX STRESSES -00° ============================- REACTIONS WEBS 2-13=-1648 2-12= 97 3-12= 94 3-11=-729 4-11=-1012 4-10= 154 5-10= 39 5-9=-1378 6-9=-675 6-8= 332 23-6 7-8-14 6X10 4 4X5 6X6 ,r.:7-- /./ .N::‘, 1 ....:., 1 =-===' .......- 11 4X5 TOP 1-2= .993 BOTT 9-10= .319 31-2-14 36-11-11 42-6 7-8-14 7-8-14 3 3X6 SRL. <<<<DADE-TRUSS-00. >>> Date : 07-13-1987 Family # : 108 Top Pitch : 4/12 27 R 10 4X5 4X5 6 Va.-. sv \-:z. ., ----------- 1 4 , -____-_____ ...:, <7, ..N. , 3X6 SPL 3f=.-A 8-2 9 4X5 13=-AP43 11=-1677 RISE:8-4-1 RIGHT HEIGHT:2-0 MINIMUM GRADE OF LUMBER TOP CHORD:2*4 No.2 ID §13 BOT CHORD:2*4 No.2 K WEBS :2*4 No.3 KD SP STR.INC.: 1.33 SPACING : 24 in. REPETITIVE STRESSES USED NO. OF MEMBERS= 1 MIN. BRG WIDTHS @ JNT. 13= 3.5 ;9= 3.5 ;11= 3.5 : DEFL.< L/360 WEB 4-11 BRACED AT 112 POINTS WEB 5 - 9 BRACED AT 1/2 POINTS PLATES RRE BEMRH-20 HOLDING- 240 TENSION- 359 SHEAR- 242 MANUFACTURED FROM RSTM 0 446 GRO R BALMER STEEL(EXCEPT RS ?my 45 PLATES MUST BE INSTALLED ON BOTH FACES OF JOINTS,SYMMETRICALLY(ENCEPT RS SHOUN)DESIGN CONFORMS UM HOS DESIGN SPECS AO ' 1015 0560 15 FOP TRUSS FRBRICRTION ONLY.FOR PERMANENT RIO TEMPORARY BRRCING(WHICH 15 RLIMYS REBO)CONSULT BLOB FIRCHITECT OR EN NEER. a 3X • 42-6 6-6 2 9 / • • _ = = «<<A.C.E.S. Version 2.0 > > >:> ____ < <", < <DADE- TRUSS C0.>>> Customer : L.MILTON Date : 07 -13 -1987 %Project #: 0712 Truss ID :RT1C Family # : ;M Span : 41 -4 QUANTITY : 5 Top Pitch : TOP CHORD BOTTOM CHORD WEBS REACTIONS 1 -2= 1184 8 -9= 87 2 -13= -1677 13 = -1 33 2- 3 = -121 9 -10= 461 2 -12= 113 8 =-2 3 -4= 337 10 -11= 211 3 -12= 80 11= 4 -5= -396 11 -12= 62 3- 11 = -721 9 = -1 5 -6= 202 12 -13= 33 4- 11 = -1117 6 -7= 0 13 -1= -1112 4 -10= 347 7 -8= -100 5- 10 = -162 5- 9 = -993 6- 9 = -389 6 -8= -143 3X6 SPL. 5 -4 11 -0 19 -2 5 -4 5-8 8 -2 LOADING (PSF) L D TOP 30 15 BOTT 0 10 __ ____■ 8 -0 -5 15 -9 -2 23 -6 31 -2 -14 38 -11 -11 41 8 -0 -5 7 -8 -14 7 -8 -14 7 -8 -14 7 -8 -14 2-4 3X6 SPL. 13 12 3X6 SPL. MAX STRESSES 6X10 3X4 3X4 5X6 _.--� --- ri ,\ r �_ Wit,! t \''' /„ 1 _ �� ` • aM1 / 11 3X4 ..3X4 3X6 TOP 1 -2= .993 BOTT 9 -10= .366 27 -10 8-8 LEFT HEIGHT:0 -6 -1 'SPAN:41 -4 RISE:8 -4 -1 RIGHT HEIGHT:2 -4 STR.INC.: 1.33 SPACING : 24 in. REPETITIVE STRESSES USED NO. OF MEMBERS= 1 MIN. BRG WIDTHS @ JNT. 13= 3.5 ;8= 3.5 ;11= 3.5 ;9= 3.5 : DEFL.< LI WEB 4 -11 BRACED AT 1/2 POINTS WEB 5 -9 BRACED AT 1/2 POINTS PLATES MUST B BE A INSTALLED I ON BOTH FACES JOINTSESYMMETRICALLY(EXCEPTT RS CONFORMS ANON �� -BS THIS DSGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(UHICH IS ALUAYS REQD)COHSULT BLDG ARCHITECT OR ENGINEER. ! f 6 sak 10 3X4 3X4 5 9 3X6 3X6 SPL. 35 -0 .41 -4 8 -2 5 -4 MINIMUM GRADE OF LUMBER TOP CHORD:2 *4 No.2 KQ g? BOT CHORD:2 *4 No.2 K WEBS :2 *4 No. 3X4 3X;6 29181 _= r _____________________ = = < <<<DADE TRUSS CO > > > > a � o <.,<A.C.E.S. Version �.0 ».. Date : 07 -18 -1987 Family # . I'? Customer : L.MILTON Project #: 0712 Truss ID :RT1A ,Span : 41 -4 QUANTITY : 2 2 -14= -2473 8 -10= 2403 2 -13= 3046 3- 13 = -525 4 -13= -435 4- 12= -335 5 -12= 498 5 -11= 536 6 -11= -374 6- 10 = -349 7- 10 = -503 PLATE OFFSETS (X= LEFT,Y= TOP):[J2= 3, 1.5],[J1O= 4, 1.5],[J13= 6, 1.5], TOP CHORD 1 -2= 799 2 -3= -2253 3- 4 = -2253 4- 5 = -2416 5- 6 = -2432 6- 7 = -2352 7 -8= -2352 8- 9 = -1877 K 5 -4 11 -2 17 -0 23 -6 30 -0 35 -10 41 -4 5 -4 5-10 5 -10 6 -6 6 -6 1 5 -10 } 5 5X6 1 3X8 2 BOTTOM CHORD 9 -10= 0 10 -11= 2477 11 -12= 2093 12 -13= 2445 13- 14 = -746 14- 1 = -747 6X10 39:4 3X4 2X3 4 2X3 3 __--- ti e _ 7 3 ` ti Ott �°, \ l FI - --_�. 0,7 it ��', ,f ` ,. ` , •,� r r 14 3X4 5 -4 11-2 F 5 -4 5-10 LEFT HEIGHT:0 -6 - 1 LOADING (PSF) L D TOP 30 15 BOTT 0 10 13 ..3X10 20-0 8 -10 3X4 MAX STRESSES TOP 5 -6= .939 BOTT 10 -11= .655 12 SPAN: 41 -4 RISE 27-0 7-0 1 39 :4 Top Pitch . 2 REACTIONS 14 = -258 9 = -1931 10 3X10 35 -10 41- 8 -10 5 -6 8 -4 -1 RIGHT HEIGHT:2 STR.INC.: 1.33 SPACING. : 24 REPETITIVE STRESSES USED NO. OF MEMBER MIN. BRG WIDTHS @ JNT. 14= 3.5 ;9= 3.5 : DEFL.< L/36O _ MINIMUM GRADE OF LUMBER TOP CHORD:2 *4 No.2 B § BOT CHORD:2 *4 No.! WEBS :2 *4 No.3 KD WEB 4 -13 BRACED AT 1/2 POINTS WEB 6 -10 BRACED AT 1/2 POINTS PLATES ARE BEMAX-20 HOLDING- 240 TENSION- 359 SHEAR- 242 MANUFACTURED FROM ASTM R 446 GRO B GRLUBNIZED STEEL(EX ''T BS SHOUN) PLATS MUT FACES OF R ENT RARYPBRACING((UUHICHS SBC,IPI-05 • • rz 2 9 / Si =a= L « <A.C.E.S. Version 2.0 >.. °_______________________ <<< <DADE- TRUSS - CO. >>> >¢ ` � Customer : L.MILTON Date : 07 -18 -1987 Project #: 0712 Truss ID :RT1 Family # • Span : 41 -4 QUANTITY : Top Pitch : '� L O0 ============= ====== = ==== === == = == == === ______ ==----=.--==============0° ____________________ _____ NS TOP CHORD BOTTOM CHORD WEBS 1 -2= 899 9 -10= 0 2 -14= -2515 8 -10= 2396 142!6!5 EREACTIOIO 2 -3= -2212 10 -11= 2468 2 -13= 3103 3- 4 = -2212 11 -12= 2082 3 -13= -525 4- 5 = -2400 12 -13= 2423 4 -13= -460 5 -6= -2422 13 -14= -839 4 -12= -323 6- 7 = -2345 14- 1 = -839 5 -12= 487 7- 8 = -2345 5 -11= 538 8- 9 = -1873 6- 11 = -377 6- 10 = -346 7- 10 = -503 PLATE OFFSETS (X= LEFT,Y= TOP):[J2= 3, 1.57,[J10= 4, 1.51,EJ13= 6, 1.5], K 5 -4 11 -2 17 -0 23 -6 30 -0 35 -10 41 -4 5 -4 5 -10 5 -10 6 -6 6 -6 5 -10 5 -6 6X10 3X4 ` 3X4 2X3 4 � -'`- 6 2X3 3 - I 5X6 2 % ,•:,, �� 1t / 14 13 12 11 10 3X4 3X10 3X4 3•x;4 3X10 5 -4 11 -2 20 -0 27 -0 35 -10 41 5 -4 5 -10 8 -10 7 -0 S -10 5- LEFT HEIGHT:0 - 6 - 1 SPAN:41 -4 RISES -4 -1 RIGHT HEIGHT:2 = _= == _ === _ -= =__ _ __ ===================== LOADING (PSF) MAX STRESSES MINIMUM OF• LUMBER L 0 KK TOP 30 15 TOP 5 -6= .937 BOT CHORD:2*4 No.2 BOTT 0 10 BOTT 10 -11= .654 WEBS :2*4 No.3 STR.INC.: 1.33 SPACING : 24 REPETITIVE STRESSES USED NO. OF MEMBERS MIN. BRG WIDTHS @ JNT. 1= 3.5 ;9= 3.5 ;14= 3.5 : DEFL.< L/360 WEB 4 -13 BRACED AT 1/2 POINTS WEB 6 -10 BRACED AT 1/2 POINTS TPI -85 PLATES ARE BEMAX-20 HOLDING- 210 TENSION- 359 SHEAR- 242 MANUFACTURED FROM HIM R 446 6R0 A 6RLURNIZEO STEEL(EXC 'T fl H PLATES MUST BE INSTALLED ON BOTH FACES OF JOINTS,SYMIIETRICRLLY(EXCEPI AS SHWJN)OESIGN CONFORMS UITH NOS DESIGN "ECS N ' THIS OSGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRRCING(UHICH IS ALURYS REQD)CONSULT BUG "CHITECT OR ENGINEER• 9 = = = = == 729/87 = =_ « « A.C.E.S. Version 2.0>> > > - - = =__ Customer : L.MILTON .Project #: 0712 Span : 41 -4 TOP CHORD BOTTOM CHORD 1 -2= 1184 8 -9= 282 2 -3= -155 9 -10= 8 3 -4= 288 10 -11= 8 4 -5= -127 11 -12= 133 5- 6 = -178 12 -13= 105 6 -7= 0 13 -14= 54 7 -8 = -99 14- 1 = -1112 8 -0 -5 8 -0 -5 X 5X6 r ,-;:f -..c.::::: rte-- -m 5 -4 11 -0 5 -4 5 -8 LEFT HEIGHT:0 -6 - 1 LOADING (PSF) L D TOP 30 15 BOTT 0 10 _ = ■== = = = =■ 15 -9 -2 23 -6 J 7 -8 -14 7 -8 -14 3X6 SPL. 14 13 12 3X4 3X4 3X6 3X6 SPL. 19 -2 { 8 - 2 SPAN : 41 -4 Truss ID :RT1B QUANTITY : 2 6X10 3 I —_ 3X8 -y -ti ts - 3X4 _ == = =_ = = = = = = = = = = = == MAX STRESSES TOP 1 -2= .993 BOTT 11 -12= .314 « « DADE- TRUSS - 00. » > >' Date : 07 -13 -1987 Family # 17T2 Top - Pit == = = = = =___ = = =,.g -- REACTIONS 6- 8 = -463 114_51856 12 �T�� 1 = - 0 r WEBS 2 -14= -1708 2 -13= 129 3 -13= 64 3- 12 = -713 4 -12= -854 4- 11 = -25 5 -11= 187 5- 10 = -1032 5 -9= 259 6- 9 = -158 ,il A. *..s/ '''. , ty , 27 -10 6 -6 31 -10 38 -11- 1141-4 4 8 -4 7 -1 -11 2 -4 3X6 SPL. 11 10 9 3'0 ;4 354 3X4 3X6 SPL. 31 -100 36 -0 41 -4 4 4 -0 } 4 -2 5 -4 RISE:8 -4 -i RIGHT HEIGHT:2 -4 MINIMUM GRADE OF LUMBER TOP CHORD:2 *4 No.2 KB KA §13 BOT CHORD:2 *4 No.2 WEBS :2 *4 No.3 KO S STR.INC.: 1.33 SPACING : 24 in. REPETITIVE STRESSES USED NO. OF MEMBERS= MIN. BRG WIDTHS @ JNT. 14= 3.5 ;8= 3.5 ;12= 3.5 ;10= 3.5 : DEFL. == WEB 4 -12 BRACED AT 1/2 POINTS WEB 4 -11 BRACED AT 1/2 POINTS PLATES ARE BENRX-20 HOLDING- 240 TENSION- 359 SHEAR- 242 MANUFACTURED FROM RUM R 446 GRO R 6ALURHIZED STEEL(ERCEPT RS SOH) TPI-85 PLATES MUST BE INSTALLED ON BOTH FACES Of JOIHTS,SYI'BIETRICRLLY(ERCEPT RS SHOUN)DESIGN CONFORMS UITH NOS DESIGN SP 'S AND ' THIS OSGN IS FOR TRUSS FABRICATION OHLY.FOR PERMRNEHT RND TEMPORARY BRHCING(UHICH IS ALUM REUB)CONSULT BLDG RRC TECT OR ENGINEER. 3X4., 6 ' 6 = = = = = = 729/87 __= < << <A•.C.E.S. Version 2.0 »)> <:< <DADE- TRUSS- CO. » » = =_ Customer : L.MILTON Date : 07 -20 -1987 •Project #: 0711 Family # : 108 Span : 52 -2 Top Pitch : 4/12 _ TOP CHORD 1 -2= 1585 2 -3= -3594 3- 4 = -3230 4 -5= -3229 5 -6= -3928 6 -7= 0 7 -8= -243 12 4X12 BOTTOM CHORD 8 -9= 3402 9 -10= 3788 10 -11= 3646 11 -12= 2876 12- 1 = -1500 11 7X6 5 -4 14 -a 28-6 5 -4 8-8 14 -6 LOADING (PSF) L D TOP 30 15 BOTT 0 10 Truss ID :RT2C QUANTITY : 1 MAX STRESSES TOP 5 -6= .961 BOTT 9 -10= .931 WEBS 2 -12= -5324 2 -11= 741 3- 11 = -368 3 -10= -716 4 -10= 1228 5 -10= -891 5 -9 = -98 6 -9= 448 6 -8= -4054 PLATE OFFSETS (X= LEFT,Y= TOP):[J9= 3, 2],[J11= 3, 27, 10 -4 -8 19 -5-4 28 -6 37 -6 -12 10 -4 -8 9 -0 -12 9 -0 -12 9 -0 -12 5X6 SPL. 7X6 4;5 4 4X5 4F',5 -- 1 _t flyJ 10 4•r,3 5X6 SPL . 4.3 -0 46 -7 -8 52 -2 9 -0 -12 f 5 -6 -8 5X6 SPL. 9 7X6 MINIMUM GRADE OF LUMBE TOP CHORD:2 *6 No.2 KD BOT CHORD:2 *6 No.2 KD WEBS :2 *4 No.3 1< REACTIONS 12 = -3170 8= -2535 = 4X8 6 2X4 7 5 - ? 14 -6 9 - 2 LEFT HEIGHT : 0 -6 -1 SPAN : 52 -'2 RISE : 10 -0 -1 RIGHT HE I GHT : 2- STR.INC.: 1.33 SPACING REPETITIVE STRESSES USED NO. OF M MIN. BRG WIDTHS @ JNT. 12= 3.5 ;8= 2.2 : DEFL.'. L/380 WEB 2 -12 TO BE 2 *4 No.2 KO SP WEB 2 -12 BRACED AT 1/2 POINTS WEB 3 -11 BRACED AT 1/2 POINTS WEB 3 -10 BRACED AT 1/2 POINTS WEB 5 -10 BRACED AT 1/2 POINTS WEB 5 -9 BRACED AT 1/2 POINTS WEB 6 -8 BRACED AT 1/3 POINTS PLATES ARE BEMAR -20 HOLOING- 240 TENSION- 359 SHEAR- 242 MANUFACTURED FROM ASTM R 446 GR0 GALUAHIZED STEEL(EXCEPT AS SHOWN) PLATES MUST BE INSTALLED ON BOTH FACES OF JOINTS,SYMMETRICALLY(ESCEPT AS SHOWH)OESICN CONFORMS WITH NOS DESIGN SPECS AND SSBC TPI-85 THIS DSGN I5 FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQO)CONSULT BLDG ARCHITECT OR ENGINEER. i 8 4X6 • 729/87 • ___ « <<A.C.E.S. Version 2.0>>>>============ Customer : C.MILTON •Project #: 0711 Truss ID :RT2O Span : 57 -0 QUANTITY : 3 ===== ____________ = = = = === == == === TOP CHORD BOTTOM CHORD WEBS REACTIONS 1 -2= 1585 7 -8 = -17 2 -12= -1654 11= -1273 2 -3= 546 8 -9 = -17 2 -11= -462 7= -591 3 -4= 234 9 -10= 408 3- 11 = -917 8 = -1448 4 -5= 234 10- 11 = -29 3- 10 = -238 10= -1832 5 -6= -279 11 -12= -140 4 -10= -964 12 =-1094 6 -7= 18 12- 1 = -1500 5- 10 = -776 5- 9 = -225 6 -9= 447 6 -8= -1310 PLATE OFFSETS (X= LEFT,Y= TOP):CJ9= 3, 2],[J11= 3, 27, 10 -4 -8 19 -5 -4 28 -6 37 -5 -12 46 -0 57 -0 18 -4 -8 9 -0 -12 9 -0 -12 9 -0 -12 8 -5 -4 11 -0 5X6 SPL. 5X6 SPL. 5 -4 5-4 15 -4 , 28 -5 10 -0 13 -2 7X6 4X5 4 -, 1� r �� 4'X5 i 12 11 10 3X4 7X6 4X8 5X6 SPL. 43 -0 14 -6 ______ « « DAOE- TRUSS -00. » »___ Date : 07 -20 -1987 Family # : 108 Top Pitch : 4/12 4X5, 5 STR.INC.: 1.33 SPACING : REPETITIVE STRESSES USED NO. OF MEMB MIN. BRG WIDTHS @ JNT. 11= 3.5 ;7= 3.5 ;8= 3.5 ;10= 3.5 ;1 4X5 6 9 8 3X4 7X6 46 -0 57 -0 3 -0 $ 11 -0 • r .. LEFT HEIGHT:0 -6 -1 SPAN:57 -0 RISE:10 -0 - 1 RIGHT HEIGHT:0 -6 - 1 = = _ ___ = = = = == = == LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L 0 TOP CHORD:2 *6 No.2 KO SP TOP 30 15 TOP 1 -2= .747 BOT CHORD:2 *6 No.2 KO SP BOTT 0 10 BOTT 9 -10= .437 WEBS :2 *4 No.3 KO SP ______ in. o.c. WEB 2 -12 BRACED AT 1/2 POINTS WEB 3 -11 BRACED AT 1/2 POINTS WEB 3 -10 BRACED AT 1/2 POINTS WEB 4 -10 BRACED AT 1/2 POINTS WEB 5 -10 BRACED AT 1/2 POINTS WEB 5 -9 BRACED AT 1/2 POINTS PLATES ARE BEMAH-20 HOLDING- 240 TENSION- 359 SHEAR- 242 MANUFACTURED FROM RSTM A 446 GRO R GA !'NIZED STEEL(ERCEPT AS SHOWN) PLATES MUST BE INSTALLED ON BOTH FACES OF JOINTS,SYMMETRICALLY(ERCEPT AS SHOJN)OESIGH CONFORM UITH NOS DESIGN SPECS AND SSBC,TPI - 85 THIS DSGN IS FOR TRUSS FABRICATION ONLY. FOR PERMANENT AND TEMPORARY BRACING(UHICH IS ALWAYS REOU)CONSULT BUG ARCHITECT OR ENGINEER. FL.< L /36O 729/87. __= <<<<A.C.E.S. Version 2. 0 > > > > = = ==== == ======= _= = = = = = = <!« DADE- TRUSS- CO.; > » > = == Customer : L.MILTON Date : 07 -20 -1987 - Project #: 0711 Truss ID :GT -1 Family # : 114 Span : 51 -11 -4 QUANTITY : 3 Top Pitch : 4/12 == = = = === = = = = = = == _ ■_= ■ _= _ = = === = = = = ■= = == = == _ _ = = =■= == ________ TOP CHORD 1 -2= 1262 2 -3= 664 3 -4= -6647 4 -5= -10283 5- 6= -10283 6 -7= -8952 7 -8= 792 8 -9= -358 9- 10 = -449 PLATE OFFSETS (X= LEFT,Y= TOP):EJ3= 7 -10 -11 15 -4 21 -8 -7 7 -10 -11 1 7 -5 -5 / 6 -4 -7 i 5X6 SPL. 4X5 -- 1 " �- `- 5-4 �5 -4 LOADING (PSF) L D TOP 30 15 BOTT 0 10 STR.INC.: 1.33 REPETITIVE STRESSES USED WEB 5 -14 TO BE 2 *8 No.2 KD SP WEB 7 -13 TO BE 2 *4 No.2 KD SP OTTOM CHORD WEBS REACTIONS 0 -11 = -2 2- 17 = -1120 7 -12= -9646 17 = -949 1 -12= 340 2 -16= -233 8 -12= -1176 10= -627 2 -13= -751 3 -16= -8456 8 -11= 392 12= -11468 3 -14= 8494 3 -15= 8866 9 -11= 402 16= -8697 4 -15= 6309 4 -15= -5391 5- 16 = -628 4 -14= 5022 6- 17 = -408 5 -14= 5891 7- 1 = -1197 6 -14= 1839 6- 13 = -2397 7 -13= 10990 3, 2],CJ7= 7, 2I,EJ14= 7, 2.5], 28 -6 35 -3 -9 42 -8 49 -1 -5 51 -11 -4 6 -9 -9 + 6 -9 -9 7 -4 -7 6 -5 -5 2 -9 -15 5X6 SPL. 7X6 4X5 5 4X5 5X10 4 MAX STRESSES m TOP 5 -6= .385 BOTT 13 -14= .92 17 16 15 14 13 3X 5X 5X 5X 12 5X6 3X6 •lt'.�J 5X6 J.' \� . SPACING NO. OF ME MIN. BRG WIDTHS @ JNT. 17= 3.5 ;10= 3.5 ;12= 3.5 ;16= 3.5 5X10 7 12 5X6 MINIMUM GRADE OF LUMBE TOP CHORD:2 *6 No.2 KD BOT CHORD:2 *8 No.20 K WEBS :2 *4 No.3 K LEFT HEIGHT:0 -6 -1 SPAN:51 -11 -4 RISE:10 -0 -1 RIGHT HEIGHT:2- ** 3 MEMBERS NAILED TOGETHER WITH 16 d NAILS 12 in. o. . ** ** or 10d NAILS 10 in. o.c.(CHORDS AND WEBS), FROM EACH FACE ** PLATES ARE BEMRX -20 HOLDING- 290 TENSION- 359 SHEAR- 242 MANUFACTURED FROM RSTM H 446 6RD A 6ALURNIZED STEEL(EXCEPT AS SHOUN) PLATES MUST BE INSTALLED ON BOTH FACES OF JOINTS,SYMMETRICALLY(EXCEPT AS SHOUN)OESIGN CONFORMS WITH NOS DESIGN SPECS AND SSBC,TPI -85 THIS OS6N IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(UHICH IS ALMS REQO)CONSULT BLDG ARCHITECT OR ENGINEER. 4X5 8 4X5 . 9 11 10 5X63X6 SPECIAL LOADING IN PLF: UNIFORM BETWEEN JOINTS 1 -9= 90 ; 10 -12= 133 ; 12 -13= 259 ; 13 -14= 763 ; 14 -1= 20 CONCENTRATED ON JOINT 14= 8219; 7X8 SPL 7X8 SPL. 7X8 SPL. 15 -4 21 -8 -7 28 -6 35 -3 -9 42-8 49 -1 -5 51 -11 -• } 10 -0 5 -4 -7 6 -9 -9 5 -9 -9 7 -4 -7 6 -5 -5 _ = = < <<<A,.C.E.S. Version Customer : L.MILTON •Project #: 0711 Span : 56 -6 TOP CHORD 1 -2= -2402 2 -3= 1581 3 -4= 603 4 -5= 603 5 -6= 964 6 -7= 1738 PLATE OFFSETS (X= LEFT,Y =T0P):[J9 = 5 -4 1 5 -4 10 -4 -8 19 -5 -4 f 9 -0 -12 10-4-8 5X6 SPL. 7X6 4X5 4 4X88 r 1 4X5 -.� �` ~�� r � `^ ;:.. 1 , / 12 11 10 4X12 7X6 4X8 15 -4 , 10 -0 BOTTOM CHORD 7 -8= -1639 8 -9= -1639 9- 10 = -315 10 -11= -723 11 -12= 79 12 -1= 2274 28 -6 13 - 2 LEFT HEIGHT:0 -6 -1 SPAN:56 -6 2.0>>>> Truss ID :SGE -1 QUANTITY : 1 28 -6 9 -0 -12 5X6 SPL. LOADING (PSF) L 0 TOP 30 15 BOTT 0 10 _ __ = =^.S = _ STR.INC.: 1.33 REPETITIVE STRESSES USED MAX STRESSES TOP 6 -7= .767 BOTT 10 -11 =..519 MIN. BRG WIDTHS @ JNT. 11= 3.5 ;8= 1.9 ;10= SPECIAL LOADING IN PLF: UNIFORM BETWEEN JOINTS 1 -7= 90 ; 7 -1= 20 CONCENTRATED ON JOINT 12= 1368; WEBS 2 -12= 2670 2 -11= -1931 3- 11 = -1458 3 -10= 186 4- 10 = -1197 5 -10= -316 5 -9= -935 6 -9= 1149 6- 8 = -2017 3, 2],[J11= 3, 37 -6 -12 9 -0 -12 « « DADE- TRUSS -00.» » ___ Date : 07 -20 -1987 Family # : 108 Top Pitch : 4/12 2], 4: X5 ,.� 5 14 -6 3 -0 46 -0 56 -6 8 -5 -4 ' 10 -6 5X6 SPL. ---- .-1---__ 4X5 ks "--5-- 5X6 9 8 7X63X4 43 -0 46 -0 RISE:10 -0 -1 RIGHT HEIGHT:0 -8= MINIMUM GRADE OF LUMBER P TOP CH0RD:2 *6 No.2 KD S BOT CH0RD:2 *6 No.2 KD SP WEBS :2 *4 No.3 KD SP _ _ � SPACING : 24 in. o.c NO. OF MEMBERS= 1 / 3.5 ;1= 3.5 REACTIONS 11 = -2577 8 = -2152 10= -1549 1= -1288 56 -6 10 -6 WEB 2 -11 BRACED AT 1/2 POINTS WEB 3 -11 BRACED AT 1/2 POINTS WEB 4 -10 BRACED AT 1/2 POINTS WEB 5 -10 BRACED AT 1/2 POINTS WEB 5 -9 BRACED AT 1/2 POINTS PLATES ARE BEMAB -20 HOLDING- 240 TENSION- 359 SHEAR- 242 MANUFACTURED FROM ASIM R 446 GRD A G UANINED STEEL(EXCEPT AS SHtU1H) PLATES MUST BE INSTALLED ON BOTH FACES OF JOINTS,SYMMETRICALLY(ERCEPT 06 SHOIN)OESIGN CONFO' S WITH NOS DESIGN SPECS AND SSBC,TPI - 85 THIS DS6N IS FOR TRUSS FABRICATION UNLY.FOR PERMANENT AND TEMPORARY BRRCIN6(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. == • VIII 729/87 ___ << <<N.C.E.S. Version 2.0 >> » ____ ____ ___ ___ ______ ___ <<< DADE- TRUSS -00. » > >___ Customer : L.MILTON Date : 07 -20 -1987 .Project #: 0711 Truss ID :MT -1 Family # 204 Span : 28 -6 QUANTITY : 2 Top Pitch : 4/12 ================================================ = = = == = = = == = = == = = = =_ ____________ TOP CHORD BOTTOM CHORD WEBS REACTIONS 1 -2= 799 7 -8= 237 2 -11= -1085 11 = -1187 2 -3= 5 8 -9= 52 2 -10= 798 7= -653 3 -4= 225' 9 -10= 48 3 -10= -201 9 = -1263 4 -5= -231 10- 11 = -746 3- 9 = -372 5 -6= 0 11 -1= -746 4- 9 = -926 6- 7 = -250 4 -8= 284 5 -8= -102 5 -7= -409 5 -4 5 -4 3X4 if' 3X4 ` �` 5X6 5 -4 5 -4 11 3:' <4 10 -4 5 -0 = = = = = = = = = = = = = = = = = = = == LOADING (PSF) L 0 TOP 30 15 BOTT 0 10 11 -4 -13 17 -1 -3 6 -0 -13 5 -8 -6 t 3X6 SPL. 10 9 3X4 3X6 SPL. 3X6 15 -4 21 -4 -8 5 -0 = = == _ = = = =___ = = = = 6 -0 -8 STR.INC.: 1.33 SPACING . REPETITIVE STRESSES USED NO. OF MEMB MIN. BRG WIDTHS @ JNT. 11= 3.5 ;7= 3.5 ;9= 3.5 : DEFL.< L/36 22 -9 -10 28 -6 5 -8 -6 8 3X4 28 -6 5 -8 -6 7 -1 -8 LEFT HEIGHT:0 -6 -1 SPAN:28 -6 RISE:10-0 -1 RIGHT HEIGHT:10- ___ = = == = = = = = = __ -_ :41.0• MAX STRESSES MINIMUM GRADE OF LUMBE TOP CHORD:2 *4 No.2 KD TOP 1 -2= .542 BOT CHORD:2* BOTT 7 -8= .378 WEBS = = = = = = = = WEB 5 -8 BRACED AT 1/2 POINTS WEB 5 -7 BRACED AT 1/2 POINTS WEB 6-7 BRACED AT 1/2 POINTS PLATES ARE BEMRR -2O HOLDING- 240 TENSION- 359 SHEAR- 242 MANUFACTURED FROM RSTM A 446 GRO R BLUR ED STEEL(EXCEPT AS SHOUN) PLATES MUST BE INSTALLED ON BOTH FACES OF JOINTS,SYMMETRICRLLY(ESCEPT RS SHOUN)DESI6N CONFORMS " H NOS DESIGN SPECS AND SSBC,TPI THIS USN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT ANO TEMPORARY BRACING(UHICH IS ALWAYS REQI)CONSULT BLDG ARCHITECT OR ENGINEER. 2X3 7 3X6 729/87 = = = « «A•.C.E.S. Version 2.0> >•`• >______________________ <<; <DADE- TRUSS - CO. > » >___ Customer : L.MILTON Date : 07-20 -1987 ,Project #: 0711 Truss ID :SMGE2 Family # : 204 Span : 28 -6 QUANTITY : 1 Top Pitch : 4/12 ___________ = == = = = = =____ = = = = == = = = = =________ _ _______________________________ TOP CHORD BOTTOM CHORD WEBS REACTIQNS 1 -2= -2814 7 -8= -151 2 -11= 1585 1= -1290 2 -3= 64 8- 9 = -988 2- 10 = -2894 7= -107 3 -4= 1634 9- 10 = -372 3 -10= 1207 9= -3189 4 -5= 317 10 -11= 2629 3- 9 = -1682 5 -6= 0 11 -1= 2629 4 -9= -1961 6- 7 = -250 4 -8= 1172 5 -8= -833 5 -7= 261 PLATE OFFSETS (X =LEFT,Y= TOP):EJ2= 5, 1.53,EJ3= 4, 1.5],[J10= 3, 2.57, 5 -4 11 -4 -13 17 -1 -3 22 -9 -10 28 -6 I 5 -4 I 6 -0 -13 I 5 -8 -6 I 5 -8 -6 I I 5 -8 -6 3X6 SPL. 3X8 2 1 5 -4 5 -4 LOADING (PSF) L 0 TOP 30 15 BOTT 0 10 11 2X5 10 -4 5 -0 LEFT HEIGHT:0 -6 -1 SPFN:28 -6 STR.INC.: 1.33 REPETITIVE STRESSES USED 3X4 4 3X6 10 9 4X6 3X6 S 4� b 3.,b SPL. 3X5 15 -4 5 -0 MAX STRESSES TOP 1 -2= .767 BOTT 11 -1= .941 21-4-8 6 -0 -8 3X4 8 RISE•10 -0 -1 RIGHT HEIGHT:10 -0 - 1 MINIMUM GRADE OF LUMBER TOP CHORD:2 *4 No KD SP BOT CHORD:2 *4 No.3 KD SP WEBS :2 *4 No.3 KD SP SPACING : 24 i . o.c. NO. OF MEMBE MIN. BRG WIDTHS @ JNT. 1= 3.5 ;7= 3.5 ;9= 3.5 : DEFL.< L/360 SPECIAL LOADING IN PLF: UNIFORM BETWEEN JOINTS 1 -6= 90 ; 7 -1= 20 CONCENTRATED ON JOINT 11= 1484; 2X3 3X4 6 5 �- 28 -6 7 -1 -8 WEB 2 -10 BRACED AT 1/2 POINTS WEB 3 -9 BRACED AT 1/2 POINTS WEB 4 -9 BRACED AT 1/2 POINTS WEB 5 -8 BRACED AT 1/2 POINTS WEB 6 -7 BRACED AT 1/2 POINTS PLATES ARE BEMAX -20 HOLDING- 240 TENSION- 359 SHEAR- 242 MANUFACTURED FROM RSTM R 446 GRD R GALURNIZED STEEL(EXCEPT AS SHOWN) PLATES E RHO C TEMP RARYPBRACING SHOWDOESIGN DESIGN SPECS ARCHITECT 7 3X6 729/ ___ <<< <A.C.E.6. Version 2.0>>>>=========--= _= < <<'DADE- TRUSS -CO. » » _ == Customer : L.MILTON Date : 07 -20 -1987 .Project #: 0711 • Truss ID :HT -78 Family # : 314 Span : 57 -0 QUANTITY : 4 Top Pitch : 4/12 = x ====== == ===xxxxxx = = = = 4:15 4X8 4X5 2= 5 -4 ' 5 -4 12 -6 1 •• ••• = = ==xxx = ====== =xxx == = = = = = == = = = = == === ====== ===xxxxxx TOP CHORD BOTTOM CHORD WEBS REACTIONS 1 -2= 1294 8- 9 = -1224 2 -14= -4380 7- 9 = -4382 14= -3119 2- 3 = -3307 9 -10= 1974 2 -13= 1405 9= -3120 3- 4 = -3443 10 -11= 3577 3- 13 = -735 4- 5 = -3267 11 -12= 3267 3- 12 = -374 5- 6 = -3444 12 -13= 3579 4 -12= 404 6- 7 = -3307 13 -14= 1974 4 -11= 1 7 -8= 1294 14 -1= -1224 5 -11= 403 6- 11 = -375 6 -10= -735 7 -10= 1406 8 -4 16 -8 25 -0 32 -0 40 -4 48 -8 57 -0 8 -4 8 -4 8 -4 7 -0 ' 8 -4 ' 8 -4 ' 8 -4 5X6 SPL. 5X6 SPL. 7X12 4 7Xr 4X5 z _ 6 4X8 7 4X5 8 14 13 12 11 10 9 4X12 4X5 4X5 4X8 4X5 4X12 5X6 SPL. 5X6 SPL. 5X6 SPL. 2 32 -0 44 -6 51 -8 57 -0 12 -6 7 -0 12 -6 7 - 2 ' -4 LEFT HEIGHT:0 -6 -1 SPAN:57 -0 RISE:8 -113 -1 RIGHT HEIGHT:0- = == = = == = ==== = == - = = = == LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP CHORD:2 *6 No.2 KO TOP 30 15 TOP 5 -6= .712 BOT CHORD:2 *6 No.2 K0 BOTT 0 10 BOTT 12 -13= .736 WEBS :2 *4 No.3 KD = _ - 3 =__ ___ STR.INC.: 1.33 SPACING REPETITIVE STRESSES USED NO. OF MEM MIN. BRG WIDTHS @ JNT. 14= 3.5 ;9= 3.5 : DEFL.': L/360 WEB 2 -14 BRACED AT 1/2 POINTS WEB 3 -12 BRACED AT 1/2 POINTS WEB 6 -11 BRACED AT 1/2 POINTS WEB 7 -9 BRACED AT 1/2 POINTS PLATES ARE BEMAR -20 HOLOIN6- 240 TENSION- 359 SHEAR- 242 MANUFACTURED FROM RSTM R 446 6R0 A SLUR ZED STEEL(EXCEPT AS SHOWN) PLATES MUST BE INSTALLED ON BOTH FRCES OF JOINTS,SYMMETRICALLY(EHCEPT AS SHOUN)OESIGN CONFORMS WI ' HAS DESIGN SPECS AND SSBC,TPI THIS DSGH IS FOR TRUSS FABRICATION ONLY.JOR PERMANENT AND TEMPORARY BRACING(UHICH IS ALWAYS REQO)CONSULT BLDG ARCHITECT OR ENGINEER. 729/87 1 __ =< < < <A.C.E.S. Version 2.0:;;» =_ = =_____ Customer : L.MILTON .Project #: 0711 Truss ID :HT -34 Span : 57 -0 QUANTITY : 4 TOP CHORD 1 -2= 1318 2- 3 = -3834 3 -4= -4773 4- 5 = -4774 5 -6= -4773 6- 7 = -3835 7 -8= 1318 5 -4 � 5 -4 14 X 4.,12 = = == LOADING (PSF) L D TOP 30 15 BOTT 0 10 BOTTOM CHORD 8- 9 = -1247 9 -10= 2015 10 -11= 3637 11 -12= 4772 12 -13= 3635 13 -14= 2012 14- 1 = -1247 8 -6 17 -0 24 -8 -9 32 -3 -7 40 -0 48 -6 57 -0 8 -6 1 8 -6 7 -8 -9 ' 7 -6 -13 { 7 -8 -9 8 -6 ' 9 -6 5X6 SPL. 5X6 SPL. 7X12 4X10 3 2 4X5 13 4X5 LEFT HEIGHT : 0 -6 -1 SPAN: 57 -0 == = 4X5 2X4 7X12 4 5 6 12 4x5 MAX STRESSES TOP 4 -5= .793 BOTT 11 -12= .761 WEBS 2- 14 = -4397 2 -13= 1712 3- 13 = -354 3 -12= 1415 4 -12= -688 4 -11= 1 5- 11 = -688 6 -11= 1413 6 -10= -354 7 -10= 1713 11 4X8 5X6 SPL. 5X6 SPL. 17 -0 24 -8 -9 32 -3 -7 40 -0 11 -8 7 -8 -9 ' 7 -6 -13 ' 7 -8 -9 C « <DADE- TRUSS -00 . »» ___ Date : 07 -20 -1987 Family # : 314 Top Pitch : 4/12 = = = == = = = = = = = REACTIONS 7 -9= -4399 14= -3120 9 = -3121 10 4X5 5:6 SPL. 51 -8 11 -8 MINIMUM GRADE OF LUMBER TOP CHORD:2 *6 No.2 KO SP BOT CHORD:2 *6 No.2 KD SP WEBS :2 *4 No.3 KD SP STR.INC.: 1.33 SPACING : 24 in REPETITIVE STRESSES USED NO. OF MEMBERS= MIN. BRG WIDTHS @ JNT. 14= 3.5 ;9= 3.5 : DEFL.< L/360 4X10 7 4X5 `y 8 9 4X12 57 -0 1 5 -4 RISE:6 -2 -1 RIGHT HEIGHT:0 -6 - 1 WEB 2 -14 BRACED AT 1/2 POINTS WEB 7 -9 BRACED AT 1/2 POINTS PLRTES ARE BEMRR-20 HOLDING- 240 TENSION- 359 SHERR- 242 MANUFACTURED FROM RUM R 446 6RD R GRLURHIZED STEEL(EXCEP RS SHQJN) PLATES INSTALLED ON BOTH PERMANENT E ROD C TEMP RARY REOD> CONSULT • y.. 29/87 == = «<CA.C.E.S. Version 2.0 >`r» __________ ___________ = =< « <DADE-TRUSS -00.>> >>___ Customer : L.MILTON Date : 07 -20 -1987 Project #: 0711 Truss ID :HGT1 Family # : 314 Span : 57 -0 QUANTITY : 6 Top Pitch : 4/12 = ____________________________________________________________________ =====x==== TOP CHORD BOTTOM CHORD WEBS REACTIONS 1 -2= 898 11 -12= -845 2- 20 = -10592 7 -15= -2138 20= -10691 2 -3 = -14258 12 -13= -849 2 -19= 15344 8 -15= 7851 12= -10691 3- 4= -19351 13 -14= 13529 3 -19= -5258 8 -14= 1005 4 -5= -24689 14 -15= 18340 3 -18= 5767 9 -14= 5769 5 -6= -26744 15 -16= 24691 4 -18= 1003 9- 13 = -5261 6- 7= -26749 16 -17= 24687 4 -17= 7855 10 -13= 15343 7 -8= -24691 17 -18= 18324 5 -17= -2141 10 -12= -10592 8- 9= -19350 18 -19= 13513 5 -16= 2568 9- 10= -14258 19- 20 = -867 6- 16 = -602 10 -11= 896 20 -1= -852 7 -16= 2563 PLATE OFFSETS (X= LEFT,Y= TOP):EJ2= 3, 2],EJ10= 7, 2],[J13= 3, 2.5],[J19= 7, 2.5 ], 5 -4 10 -0 15 -0 1 5 -4 4-8 1 5 -0 4X5 5X103 4X5 X5 .r� 20 19 18 5X10 5X6 JtyJ 3X6 5-4 10 -0 15 -0 �5 -4 1 4 -8 / 5 -0 7X12 4X5 3X4 4 111 LEFT HE I GHT : 0 -6 -1 SPAN: 57 -0 LOADING (PSF) L 0 TOP 30 15 BOTT 0 10 =■== 21 -9 -14 28 -6 35 -2-2 42-0 47 -0 51 -8 57 -0 6 -9 -14 6 -8 -2 i b -8 -2 6 -9 -14 1 5 -0 4 -8 1 5 -4 1 5X6 SPL. b 17 16 5X6 5X10 7X8 SPL. 21 -9 -14 28 -6 6 -9 -14 ' 6 -8 -2 MAX STRESSES TOP 6 -7= .8 BOTT 15 -16= .938 __ 4X5 7 5;::x;6 ;12= 3.5 : DEFL. L/360 7X12 8 liY 5X6 SPACING : 24 in NO. OF MEMBERS= 4X5 9 5X10 10 4X5 11 15 14 13 12 5X10 3X6 9X6 SPL. 7X8 SPL. H /E -2 42-0 47 -0 51 -8 57 -0 ' 6 -8 -2 1 6 -9 -14 1 5 -0 4 -8 / 5-4 RISE:5 -6 -1 RIGHT HEIGHT:0 - 6 - 1 = _ _ = = = = = = = = = MINIMUM GRADE OF LUMBER TOP CHORD :2 *6 No. KO SP BOT CHORD:2 *8 No.1 KD SP WEBS :2 *4 No.3 KD SP = == STR.INC.: 1.33 REPETITIVE STRESSES USED MIN. BRG WIDTHS @ JNT. 20= 3.5 SPECIAL LOADING IN PLF: BETWEEN JOINTS 1 -11= 90 ; 11 -14= 20 ; 14 -18= 368 ; 18- 20� CONCENTRATED ON JOINT 14= 2872;18= 2872; WEB 2 -19 TO BE 2 *4 No.2 KD SP WEB 10 -13 TO BE 2 *4 No.2 KD SP ** 3 MEMBERS NAILED.TOGETHER WITH 16 d NAILS 12 in. o.c. ** ** or 10d NAILS 10 in. o.c.(CHORDS AND WEBS), FROM EACH FACE ** PLATES ARE BEMRR -20 HOLDING- 240 TENSION- 359 SHEAR 242 MANUFACTURED FROM RSTM A 446 GRD R GALUANIZEO STEEL(EXCEPT AS SHOiJN) PLATS MUT FREES Of FOR PERMAN RARYPBRACING((U UHICHSISNALUAYSR O S N EQD) CONSULTBLO6ARCHITECTOORSENGINEER. , W , ilfreA , '1k.4.1 4441 : ,,- .. ∎=s • , '•1'� '641iS sow • ®_« « A.C.E.S. Version 2.0 » >>_______________________ « «DADE- TRUSS -00. » >'25 Customer : L.MILTON Date : 07 -13 -1987 -Project 1t: 0712 Truss ID :J15A Family t ': 2012 = ===== = = = = == = = = = = = =__ = = = == QUANTITY = == ==== ===a = = =Q =... == == == == = = = = = = = = = TOP CHORD BOTTOM CHORD WEBS REACTIONS 1 -2= 1109 4 -5= -158 2 -5= -1413 5 2 -3= 0 5 -1= -1041 2 -4= 168 4= 3- 4 = -331 STR.INC.: 1.33 7 -6 7 -6 5 s============. _= = = = = = == = = = = = = = = = = = = == = = == = = == 15 -0 7 -6 LEFT HEIGHT:0 -6 -1 SPAN:15 -0 RISE:5 -6 -1 RIGHT I- B=IGHT: LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBE L D TOP CHORD:2 *4 No.2 KA TOP 30 15 TOP 1 -2= .992 BOT CHORD:2 *4 No.2 BOTT 0 10 BOTT 5 -1= .31 WEBS :2 *4 No_3 KD '4 I I r , SPACING : 24 in. o. REPETITIVE STRESSES USED NO. OF MEMBERS= 1 MIN. BRG WIDTHS 0 JNT. 5= 3.5 ;4= 3.5 : DEFL.< L/360 7 2 9 / P PLATES ARE BEMAR-20 HOLDIH6- 240 TENSION- 359 SHEAR- 242 MANUFACTURED FROM RSTM A 446 600 0 6ALURNIZED ST ' ) PLATES MUST BE INSTALLED ON BOTH FRCES OF JOINTS,SYMMETRICALLY(EBCEPT AS SHOUN)DESIBN CONFORMS UITH NOS DE's SPECS 1 5SBf,J THIS OSBN IS FOR TRUSS FABRICATION ONLY.FOR PERMRNENI AND TEMPORARY BRACIH6(UHICH IS ALMS REQO)COHSULT BLOS ARCHITE' OR on ___ « « A.C.E.S. Version 2.0> >> > =_ = =. ==ax= = = = =_________ « < <DADE- TRUSS - CO. >>> >_ Customer : L.MILTON Date : 07 -13 -1987 -Project ik: 0712 Truss ID :J13 Family 11: : 2012 a. span..=.. m= 13. 0=====_ _ = = = = =Q == =z= = = = =__ = = = ==a =T =Pith = ==== = = = = = = ='= TOP CHORD BOTTOM CHORD WEBS REACTIONS 1-2= 74 4 -5= 190 2- 5 = -587. p=it$ 2 -3= 0 5 -1 = -70 2 -4= -203 3 -4= -286 5m -654 5 -4 5 -4 6 -6 6-6 3X4 5 7 -8 13 -0 6 -6 13 -0 4 3X6 LEFT HEIGHT:0 -6 -1 SPAN:13 -0 RISE:4 -10 -1 RIGHT HEIGHT:4 -10 ==== ===================_____________======= = = = = = = = == = = = = = = = = = = aanam. =. = mas LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L 0 TOP CHORD:2 *4 No.2 KB §a TOP 30 15 TOP 1 -2= .763 BOT CHORD:2 *4 No.2 BOTT 0 10 BOTT 4 -5= .21 WEBS :2 *4 No.3 KO SP =....====___________________________= = = = == = == = =________ = = =...an...n a=na STR.INC.: 1.33 SPACING : 24 in. REPETITIVE STRESSES USED NO. OF MEMBERS= MIN. BRG WIDTHS 0 JNT. 1= 3.5 ;4= 3.5 ;5= 3.5 : DEFL.< L /36O 0 729 1. SI PLATES ARE BEMAX -20 HOLOING- 240 TENSION- 359 SHEAR- 242 MANUFRCTURED FROM RUM R 446 6R0 R 6ALURNIZEO STEEL(EXCEPT RS PLRTES BE PERMANENT BRACIN6((UUHICHSISNALURYS DESIGN ARRCHITEC URRSBigg -__ « <<A.C.E.B. Version 2. 0>>>> _____________________ = = « < < DADE - TRUSS - CO. >>>>= == Customer : L.MILTON Date : 07 -20 -1987 •Project #: 0711 Truss ID :RT2B Family # : 108 Span : 54 -2 QUANTITY : 1 Top Pitch : 4/12 TOP CHORD BOTTOM CHORD WEBS REACTIONS 1 -2= 1585 8 -9= 0 2 -13= -5279 13= -3144 2 -3= -3545 9 -10= 3103 2 -12= 726 9= -2782 3 -4= -3165 10 -11= 3660 3 -12= -355 4 -5= -3166 11 -12= 3590 3- 11 = -725 5 -6= -3711 12 -13= 2839 4 -11= 1186 6 -7= 488 13 -1= -1500 5 -11= -811 7 -8= 24 5 -10= -221 6 -10= 579 6 -9= -4337 7 -9= -506 PLATE OFFSETS (X =LEFT,Y =TOP):[J1O= 3, 2],[J12= 3, 2], 10 -4 -8 19 -5 -4 28 -6 37 -6 -12 46 -7 -8 54 -2 10 -4 -8 ' 9 -0 -12 ' 9 -0 -12 t 9 -0 -12 F 9 -0 -12 1 7 -6 -8 5X6 SPL. , , 4X5 1 13 4X12 5 -4 14 -0 1 5 -4 8 -8 5X6 SPL. 12 7X6 7X6 11 4X8 10 7X6 5X6 SPL. 28 -6 43 -0 51 -e 54 -2 14 -6 14 -6 8 -8 2 -6 LEFT HEIGHT:0 -6 -1 SPAN:54 -2 RISE:10 -0 -1 RIGHT HEIGHT:1 -5 -6 LOADING (PSF) MAX STRESSES MINIMUM LUMBER L 0 TOP 30 15 TOP 5 -6= .937 BOT CHORD:2 *6 No.2 KD S BOTT 0 10 BOTT 10 -11= .914 WEBS :2 *4 No.3 KD STR.INC.: 1.33 SPACING : 24 REPETITIVE STRESSES USED NO. OF MEMBER MIN. BRG WIDTHS @ JNT. 13= 3.5 ;9= 2.5 : DEFL.< L/36O WEB 2 -13 TO BE 2 *4 No.2 KD SP WEB 2 -13 BRACED AT 1/2 POINTS WEB 3 -12 BRACED AT 1/2 POINTS WEB 3 -11 BRACED AT 1/2 POINTS WEB 5 -11 BRACED AT 1/2 POINTS WEB 5 -10 BRACED AT 1/2 POINTS WEB 6 -9 BRACED AT 1/3 POINTS PLATES ARE BEMAS -20 HOLDING- 290 TENSION - 359 SHEAR- 242 MANUFACTURED FROM HIM A 446 610 R 6 UANIZEO STEEL(EXCEPT AS SHOUN) PLATES THIS DSGN FOR TRUSS FRES OF E AND C TEMPORARY P B RACING ( >CONSULT BLDG ARLHITECT OR EK6 9 8 2X4 4X5 729/87 r,. __ « «A.C.E.S. Version 2.0 » » __'°____________________ « « DADE- TRUSS -00. » » ___ Customer : L.MILTON Date : 07 -20 -1987 .Project *: 0711 Truss ID :RT2A Family 108 Span : 56-2 QUANTITY : 1 Top Pitch : 4/12 ==========___________________________________=== = == = = = = = == = = = = =__ = = = = == = = = = =_ TOP CHORD BOTTOM CHORD WEBS REACTIONS 1 -2= 1586 7 -8= -1296 2 -12= -5248 12= -3127 2 -3= -3511 8 -9= 2896 2 -11= 717 8= -3035 3 -4= -3120 9 -10= 3574 3 -11= -346 4 -5= -3120 10 -11= 3552 3 -10= -731 5 -6= -3561 11 -12= 2815 4 -10= 1157 6 -7= 1380 12- 1 = -1500 5 -10= -758 5 -9= -306 6 -9= 670 6 -8= -5100 PLATE OFFSETS (X =LEFT,Y =TOP):[J9= 3, 2],EJ11= 3, 2], 10 -4 -8 19 -5 -4 29 -6 37 -6 -12 46 -7 -8 56 -2 10 -4 -8 9 -0 -12 9 -0 -12 9 -0 -12 F 9 -0 -12 9 -6-8 5X6 SPL. 5X6 SPL :. ' 12 4X12 5 -4 14 -0 ' 1 5 -4 8 -8 11 7X6 4X5 7X6 4 10 4X8 5X6 SPL 4X5 9 7X6 _________________________________====== == = =__________________________ LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMB L 0 TOP CHORD:2 *6 No.2 K TOP 30 15 TOP 5 -6= .806 BOT CHORD:2 *6 No.2 BOTT 0 10 BOTT 9 -10= .902 WEBS :2 *4 No.3 8 4X12 28 -6 43 -0 51 -8 56 -2 14 -6 14 -6 8 -8 4 -6 LEFT HEIGHT:0 -6 -1 SPAN:56 -2 RISE:10 -0 -1 RIGHT HEIGHT:0 -9 -6 STR.INC.: 1.33 SPACING : 24 in. REPETITIVE STRESSES USED NO. OF MEMBERS= MIN. BRG WIDTHS @ JNT. 12= 3.5 ;8= 2.7 : DEFL.< L/36 WEB 2 -12 TO BE 2 *4 No.2 KD SP WEB 6 -8 TO BE 2 *4 No.2 K0 SP WEB 2 -12 BRACED AT 1/2 POINTS WEB 3 -11 BRACED AT 1/2 POINTS WEB 3 -10 BRACED AT 1/2 POINTS WEB 5 -10 BRACED AT 1/2 POINTS WEB 5 -9 BRACED AT 1/2 POINTS WEB 6 -8 BRACED AT 1/2 POINTS PLATES ARE BEMAX -20 HOLDING- 240 TENSION-359 SHEAR- 242 MAHUfRCTURED FROM ASIM A 446 6R0 ' GALVANIZED STEMMER AS SHOUN) PLATES MUST BE INSTALLED OH BOTH FACES OF JOINTS,SYRIETRICALLY(EXCEPT AS SHBJN)DESI6H C' 'RMS UITH HDS DESIGN SPECS AHD SSBC,TPI - DS THIS OSBH IS FOR TRUSS FABRICATION DHLY.FOR PERMHHEHT AND TEMPORARY BRACIN6(UHICH IS A 'S REQD)COHSULT BLDG ARCHITECT OR EIMII#ER. • ry . --- t «<8.C.E.S. Version 2.0 » » ___________ = = = = =a = = = = = = < «<DADE TRUSS -00 » »-_- Customer : L.MILTON Date : 07-18 -1987 Project #: 0712 Truss ID :MHGT1 Family * : 109 ; Span : 41 -4 QUANTITY : 3 Top Pitch : 4/12 -= ma== a===== a====== a= = == a= ===aa = ======= = ====a = = ==== TOP CHORD BOTTOM CHORD WEBS REACTION 1 -2= 3463 9 -10= 0 2 -15= -9068 7 -10= -1597 1= 905 2 -3= -10943 10 -11= 10525 2 -14= 14176 8 -10= 11090 9= -82 3 -4= -14391 11 -12= 11581 3 -14= -3757 15= -9186 4 -5= -11161 12 -13= 13652 3 -13= 3871 5 -6= -11163 13 -14= 10382 4 -13= 4361 6 -7= -12208 14 -15= -3251 4 -12= -4927 7 -8= -11092 15 -1= -3251 5 -12= 6609 8 -9= -7288 6- 12 = -1597 6 -11= 1065 7-11= 1253 PLATE OFFSETS (X =LEFT ,Y =TOP) : (J2= 3, 2 ] , E J4= 5.5, 27,(.18= 5 , 2 ] , [ J 1 0 3 , . 2 ] , ( . 1 13= 2.5, 2],CJ14= 5, 2], * * 5 -4 12 -0 18 -6 23 -6 28 -6 35 -0 .41 -4 5 -4 6 -8 6 -6 5 -0 5 -0 6 -6 6-4 3X6 SPL. 6X8 4X5 6 3X6 SPL. 4X8 5X6 2 1 4X5 3 4X5 7 15 14 13 12 11 10 3X4 4X8 4X8 4X8 4X5 . 4X8 5X6 SPL. 5X6 SPL. 5 -4 12 -0 18 -6 23 -6 28 -6 35 -0 41 -4 5 -4 6 -8 6 -6 5 -0 5 -0 6 -6 6-4 LEFT HEIGHT:0 -6 -1 SPAN:41 -4 RISE:8 -4 -1 RIGHT HEI,GHT:2 - 4 ________________________________________ ___________________ = = == == == ==== LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP CHORD:2 *4 No.2 TOP 30 15 TOP 3 -4= .899 BOT CHORD:2 *6 N BOTT 0 10 BOTT 12 -13= .957 WEBS :2 *4 N -_-==== a=====__________________ === = == = = = == ____________________ STR.INC.: 1.33 SPACING : 24 in. REPETITIVE STRESSES USED NO. OF MEMBERS= 3 MIN. BRG WIDTHS @ JNT. 1= 3.5 ;9= 3.5 ;15= 3.5 : DEFL.< L/360 SPECIAL LOADING IN PLF: UNIFORM BETWEEN JOINTS 1 -8= 90 ; 9 -13= 301 ; 13 -1= 20 CONCENTRATED ON JOINT 13= 5614; WEB 2 -14 TO BE 2 *4 No.2 KD SP WEB 4 -13 TO BE 2 *8 No.2 KO SP WEB 8 -10 TO BE 2 *4 No.2 KD SP ** 3 MEMBERS NAILED TOGETHER WITH 16 d NAILS 12 in. o.c. ** ** or 10d NAILS 10 in. o.c.(CHORDS AND WEBS), FROM EACH FACE ** PLATES ARE BEMAS -20 HOLDING- 240 TENSION- 359 SHEAR- 242 MANUFACTURED FROM ASTM A 446 GRD A GALUANIZED STEEL(EXCEPT AS ) PLATES MUST BE INSTALLED ON BOTH FACES OF JOIHTS,SYMMETRICALLY(ERCEPT AS SHOUN)OESIGN CONFORMS UITH NOS DESIGN SPECS ANO SSBC TPI -B5 THIS OS6N IS FOR TRUSS FABRICATION OHLY.FOR PERMANENT AND TEMPORARY BRACIN6(UHICH IS ALUAYS REQO)CONSULT BLDG ARCHITECT OR ENGINEER. 72 9/ 8 7 • V.Y ' s .._ « «A.C.E.S. Version 2.0 » » ______ =_____= =_________ « « OADE- TRUSS -00. » » CustoMer : 'L.MILTON Date : 07- 13-1.987 Project #: 0712 Span : 18 -6 QUANTITY : 9 Top Pitch . 2 T russ ID J18 mam= ma m===aam==== a=====_______________________ _________ == == m=amma =aa = = =m TOP CHORD BOTTOM CHORD WEBS REACTIONS 1 -2= 919 5 -6= 360 2 -7= -1377 7-- .10 0 2-3 = -318 6- 7 = -384 2 -6= 756 5 . 3-4= 0 7 -1= -860 3 -6= -199 4- 5 = -271 6 -2 6 -2 5 -4 5 -4 7 3X4 11 -0 5 -8 3 -5= -443 12 -4 6 -2 3X6 SPL. 6 3X4 Family 11 : 7 -6 18 -6 6 -2 18 -6 PLATES ARE BEMAX -20 HOLDING- 240 TENSION- 359 SHEAR- 242 MANUFACTURED FROM AO A 446 6RD A 6ALUAHIZED STEEL(EXCEPT AS PLATES MUST BE INSTILLED ON BOTH FACES OF JOINTS,SYMMETRICRLLY(EXCEPT AS SHOUN)DESI6N CONFORMS UITH NOS DESIGN SPECS THIS OS6N I5 FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACIN6(UHICH IS ALUAYS REQD)COHSULT BLO6 ARCHIT SOLI OR EMI 5 3X6 LEFT HEIGHT:0 -6 -1 SPAN:18 -6 RISE:6 -8 -1 RIGHT HEIGHT:6-8 -1 _____======================================= == == == = == == == = == == = == = = = = =_.__ LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP CHORD:2 *4 No.2 K8 §p TOP 30 15 TOP 1 -2= .693 BOT CHORD:2 *4 No.2 BOTT 0 10 BOTT 7 -1= .24 WEBS :2 *4 No.3 KD SP am =======____==_____________=_= =____ == == __ = =______________ = === =mama.. STR.INC.: 1.33 SPACING : 24 in. REPETITIVE STRESSES USED NO. OF MEMBERS= 1 MIN. BRG WIDTHS 0 JNT. 7= 3.5 ;5= 3.5 : DEFL.4 L/360 7 29/87 __ _ ' °s ■ .C.E.S. Version 2.0 » >>a = =a=== ====== ===== ==a=a« «DADE- TRUSS CO. » > > « << Customer : L.MILTON Date : 07 -13 -1987 zPro,lect 1: 0 Truss ID :J17 Family * 2 Span : 1-0 QUANTITY : -=a===================== === = == ========== =Z ========== === =To=p = Pit == = == ==_ TOP CHORD BOTTOM CHORD WEBS REACTIONS 1 -2= 26 5 -6= 461 2 -7= -809 1=-221 6 2 -3= -486 6 -7= 103 2 -6= 382 5 = 3 -4= 0 7 -1 = -24 3 -6 = -17 7= -910 4 -5= -248 3 -5= -569 5 -8 5 -8 5 -4 5 -4 7 3X4 11 -4 5 -8 3X4 2 5X6 ,te 1 11 -4 6 -0 3X4 6 3 3X4 17 -0 5 -8 17 -0 5 -8 5 3X6 LEFT HEIGHT:0 -6 -L SPAN:17 -0 RISE:6 -2 -1 RIGHT HEIGHT :6 -2 -1 =a = ___ = a= == =a = =a a = == _= a == ==a a=== =_ == = = == == = == = = = == = = = = = =9 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP CH0RD:2 *4 No.2 K8 §p TOP 30 15 TOP 2 -3= .544 BOT CH0RD:2 *4 No.2 BOTT 0 10 BOTT 5 -6= .206 WEBS :2 *4 No.3 KO SP STR.INC.: 1.33 SPACING : 24 in. o REPETITIVE STRESSES USED NO. OF MEMBERS= 1 MIN. BRG WIDTHS 0 JNT. 1= 3.5 ;5= 3.5 ;7= 3.5 : DEFL.< L/360 PLATES ARE BEMRR -20 HOLDING- 290 TENSION- 359 SHEAR- 242 MANUFACTURED FROM ASTM A 446 GRO A BHLUANIZED STEEL(EXCEPT AS SRO PLATES MUST BE INSTALLED OH BOTH FACES Of JOIHTS,SYMMETRICRLLY(ERCEPT RS SHaJH)DESISN CONFORMS UITH NOS DESIGN SPECS ANO - + THIS OSGN IS FOR TRUSS FABRICATION ONLY. FOR PERMANENT RHO TEMPORARY BRACING(UHICH IS RLURYS REQD)CONSULT BLDG ARCHITECT 1 ;i '7 9/8t r • ' - = = «A.C.E.S. Version 2.0> » >_____ =__________ =______« «DADE- TRUSS -00. » >' Customer : L.MILTON Data : 07 -13 -1987 ;Project 1k: 0712 Truss ID :J15 Family l$ 201 15-0 =_______ = = == =Tap =Patch = = = = =_ = = == .*s,,,,> TOP CHORD BOTTOM CHORD WEBS REACTIONS 1 -2= 122 4 -5= 347 2- 5 = -738 1=144 2 -3= 0 5 -1= -114 2- 4 = -370 3 -4= -331 5= -723 5 -4 5 -4 7-6 7 -6 5 3X4 15 -0 9-8 15 -0 7 -6 4 3606 LEFT HEIGHT:0 -6 -1 SPAN:15 -0 RISE:5 -6 -1 RIGHT HEIGHT:5 -6 - 1 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L 0 TOP CH0RD:2 *4 No.2 08 p TOP 30 15 TOP 1 -2= .835 BOT CH0RD:2 *4 No.2 BOTT 0 10 BOTT 4 -5= .347 WEBS :2 *4 Na.3 KD SP _______________===========________________ ___________ = = = = == = = = = =_________ ___ STR.INC.: 1.33 SPACING • 24 in. o.c. REPETITIVE STRESSES USED NO. OF MEMBERS= 1 MIN. BRG WIDTHS 0 JNT. 1= 3.5 ;4= 3.5 ;5= 3.5 : OEFL.< L/360 WEB 2 -4 BRACED AT 1/2 POINTS PLATES ARE BERM -20 HOLDING- 240 TENSION- 359 SHEAR- 242 MANUFACTURED FROM ASTM A 446 6R0 R 6ALUANIZED STEEL(EXCEPT AS PLATES MUST BE IHSTRLLEO ON BOTH FACES OF JOIHTS,SYMMETRICALLY(EXCEPT AS SHOUN)DESIGN CONFORMS UITH NOS DESIGN SPECS Onu THIS DSO IS FOR TRUSS FABRICATION ONLY. FOR PERMANENT AND TEMPORARY BRACIH6(UHICH IS RIMS REQD)CONSULT BL06 ARCHITECT //. • 7_ ENGINEER. r . 0 “= « «F1.C.E.S. Version 2.0» » === == = = = = =_____________ « « DARE- TRUSS -00. » > >'' • Customer : L.MILTON Date : 07 -13 -1987 Project 4 0712 Truss ID :J13A TTFamiply1 *��.,, : 200 Span : s==a = = = = = = = = =13 = = = = = =__ = = = == Q UANTITY = a =8= = = = = = = ==== == =map=ammaaa==m mmaw:a :� v.,, TOP CHORD BOTTOM CHORD WEBS REACTIONS 1 -2= 966 4 -5= -387 2 -5= -1175 5a -i.1 1 2 -3= 0 5 -1= -905 2-4= 413 4. 3 -4= -286 5 -4 5 -4 6 -6 6 -6 5 3X4 13 -0 7 -8 13 -0 6 -6 LEFT HEIGHT:0 -6 -1 SPAN:13 -0 RISE:4 -10 -1 RIGHT HEIGHT:4 -10 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP CH0RD:2 *4 No.2 K 0 TOP 30 15 TOP 1 -2= .762 BOT CH0RD:2 *4 No.2 BOTT 0 10 BOTT 5 -1= .227 WEBS :2 *4 No.3 KD SP STR.INC.: 1.33 SPACING : 24 in. o.c REPETITIVE STRESSES USED NO. OF MEMBERS= 1 MIN. BRG WIDTHS @ JNT. 5= 3.5 ;4= 3.5 : DEFL.< L/360 PLATES ARE BEMAX -20 HOLOIN6- 240 TENSION- 359 SHEAR- 242 MANUFACTURED FROM RSTM A 446 6RD A 6ALURNIZED STEEL(EXCEPI AS SH PLATES MUST BE INSTALLED ON BOTH FACES OF JOIHTS,SYMMEIRICALLY(EXCEPT AS SHQJN)DESI6N CONFORMS UITH NOS DESIGN SPECS AND THIS 056N IS FOR TRUSS FABRICATION OHLY.FOR PERMANENT AND TEMPORARY BRACIN6(UHICH IS ALUAYS REQD)CONSULT BLDG ARCHITECT 1 4 3X6 aid =ma 2 9/8 7 imam « «�9 . C•. E .,S . Version 2.0 »» « «DADS- TRUSS - 00 . >>> > .0S Customer : L.MILTON Date : 07 -13 -1987 .Project 1t: 0712 Truss ID :J11 Family * 701 }2 . eSpmam=m..m." mO.... m=== a=== QUANTI ==== == =am = = = =a =a. =.=Tapm00 = = === === = moo ====== TOP CHORD BOTTOM CHORD WEBS REACTIONS 1 -2 = -32 4 -5= 30 2- 5 = -460 1 =- 2 -3= 0 5 -1= 30 2-4=-32 R 3 -4= -248 5=-567 5 -4 5 -4 5 -4 5 -4 5 3X4 11 -0 5 -8 11 -0 5 -8 4 3X6 LEFT HEIGHT:0 -6 - 1 SPAN:11 -0 RISE:4 -2 -1 RIGHT HEIGHT:4 asam===== _____=.=== m===== ___________________ = = = = == == = = == =___== LOADING (PSF) MAX STRESSES MINIMUM OF. L L L D K TOP 30 15 TOP 1 -2= .437 BOT CHORD:2 *4 No.2 BOTT 0 10 BOTT 4 -5= .115 WEBS :2 *4 No.3 KD S STR.INC.• 1.33 SPACING : 24 in. o.c REPETITIVE STRESSES USED NO. OF MEMBERS= 1 MIN. BR6 WIDTHS @ JNT. 1= 3.5 ;4= 3.5 `5= 3.5 : DEFL.< L/36O PLATES ARE BEIIAR -20 HOLDING- 240 TENSION- 359 SHEAR- 24211ANUFACTURED FR ASIM A 446 6RD A 6ALUAHIZED S1EEL(ESCEPT AS S MITES IS INSTALLED OH BOTH FACES OF PERMRHENT BRACIN6( R DESI611 SPECS AND 00)CONSULTAL066 RRCHITECTT 729 /87 N) pI g5 ItEER. __ « < 6 .C.E.S. Version 2.0 » » =m=ma==m=m=a=m=mm =m ===m« «DADE- TRUSS -00. » > >' Customer : L.MILTON Date : 07 -1987 •Project *: 0712 Truss ID :J11A Family it 201 Span : 11 -0 QUANTITY : 8 Top Pitch : = s=mmmma==m mm=amm® m=m ama.a====== m:=mmm ma=a m= mmmm mmmm=smo =m == =m=s =ssA = s¢ ¢ TOP CHORD BOTTOM CHORD WEBS REACTIONS 1 -2= 799 4-5= -747 2 -5= -1035 5 = -142 2 -3= 0 5 -1= -747 2 -4= 793 4= 3-4=-248 STR.INC.: 1.33 5 -4 5 -4 L D TOP 30 15 TOP 1 -2= .559 BOTT 0 10 BOTT 4 -5= .168 5 -4 5 -4 5 3X4 s========== = = = = = = = = == = = = =_ = == = = == = =m = = == 11 -0 5 -8 11 -0 5 -8 SPACING : 24 in. o. REPETITIVE STRESSES USED NO. OF MEMBERS= 1 MIN. BRG WIDTHS 0 JNT. 5= 3.5 ;4= 3.5 : DEFL.< L/360 4 3X6 LEFT HEIGHT:0 -6 -1 SPAN:11 -0 RISE:4 -2 -1 RIGHT HEIGHT:4 -2 -1 ==== m========================= m======= m======= == = = = == == ================= ===0s LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER TOP CHORD:2 *4 No.2 K BOT CHORD:2 *4 No.2 K WEBS :2 *4 No.3 KD SP PLATES RRE BEMAX-20 HOLDING- 240 TENSION- 359 SHEAR- 242 MANUFACTURED FROM ASTM A 446 610 A 6ALUANIZEO STEEL(EXCEPT RS SHOO PLATES MUST BE INSTALLED OH BOTH FACES OF JOINTS,SYMMETRICRLLY(EXCEPT AS SHWN)DESI6N CONFORMS UITH NOS UESISH SPECS AND SS8 THIS DSBH IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACIN6(UHICH IS ALUAYS REQD)CDNSULT BLOB RRCHITECT OR 29/8 �R, z . - « «EI . C . E ..S . Version 2 .0» »_______________ == = = == = =<<«DADS- TRUSS -00. » »!!! ' Customer : L.MILTON Date : 07 -13 -1987 •Project 4: 0712 Truss ID :J9 Family 4 : 201 Span : 9 -0 QUANTITY : 10 Top Pitch : ! -- ________ =- s- aa--- = = == = = = w = = = = TOP CHORD BOTTOM CHORD WEBS REACTIONS 1 -2 = -37 4 -5= 35 2 -5= -359 1=- 2-3= 0 5 -1= 35 2 -4 = -40 5=-446 3 -4= -158 5 -4 5 -4 5 -4 5 -4 9 -0 3 -8 5 3X4 9 -0 3 -8 STR.INC.: 1.33 SPACING : 24 in REPETITIVE STRESSES USED NO. OF MEMBERS= MIN. BRG WIDTHS @ JNT. 1= 3.5 ;4= 3.5 ;5= 3.5 : DEFL.< L/360 PLATES ARE BEMAX -2Q HOLDING- 240 TENSION- 359 SHEAR- 242 MANUFACTURED FROM ASTM A 446 6RD A GALUANIZED STEEL(EXCEPT AS PLATES FABRICATION FACES ONLY .FOR TEMPORARY BRACIHG((UUHICHSISN DESIGN ALWAYS REQD)CONSULTBLDG ARCHITECT 4 3X6 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L 0 TOP CHORD:2 *4 No.2 K R� DD TOP 30 15 TOP 1 -2= .316 BOT CHORD:2 *4 No.2 K BOTT 0 10 BOTT 5 -1= . 089 - - - - - -- WEBS ===== :2 *4 No.3KD LEFT HEIGHT:0 -6 -1 SPAN:9 -0 RISE:3 -6 -1 RIGHT HEIGHT:3 - 6 - t 2 N) ��LL B RSEpp N611 • « «A.C.E.S. Version 2.0>>>>===== ..... =============<< «DADE- TRUSS -CO.» »a Customer : L.MILTON Date : 07 -13 -1987 •Project *: •. 0 7 712 Truss ID :J7 Family 2 : X12 e S� maammo aamaaa0mmaaamaaaammaa�UANTITYama1Oaaaaa= aaaammmTmP ttsh a=amammms === ig7°". TOP CHORD BOTTOM CHORD WEBS REACTIONS 1 -2= 0 3 -1= 0 2 -3= -302 3 7 -0 7-0 5X6 1 ill 3 ? -0 7 -0 LEFT HEIGHT:0- 6- 1 SPAN:7 -0 RISE:2 -10 - 1 RIGHT HEIGHT:2 -1 ' = aaaacaa caac=__ aa= aaac==__ sc__= aaxaccsaa= masaa= axa= cacaaxca= a =aasamaaaammaa as LOADING (PSF) MAX STRESSES MINIMUM GRADE O F LUMBER L D TOP CHORD:2 *4 No.2 [�) TOP 30 15 TOP 1 -2= .838 BOT CHORD:2 *4 No.2 BOTT 0 10 BOTT 3 -1= .184 WEBS :2 *4 No.3 KO. == ============== =====__ == = =s sac= == ==== === ====== === = = = = == =__sc=am== ===== s -ammma STR.INC.: 1.33 SPACING : 24 in. REPETITIVE STRESSES USED NO. OF MEMBERS= MIN. BRG WIDTHS @ JNT. 1= 3.5 ;3= 3.5 : DEFL.< L/36O 9 I .61 et PLATES ARE BEMAR-20 HOLDING- 290 TENSION- 359 SHEAR- 242 MANUFACTURED FROM ASTM A 446 6RD A 6ALUANIZED STEEL(EXCEPT A SHAH MUST FACES PERMANENT E AND C TEMPO TEMPORARY BRACIN6(UHICH UBYSOREQD)COHSSULTDBLD6BRRUIT' T�i01 sseu E1I • ag=_« «A.C`.E:S. Version 2.0>> » _______________________ « « DADE- TRUSS -00. » > > °° Customer : L.MILTON Date : 07 -13 -1987 •Project 4: 0712 Truss ID :J5 Family $ 70 2 Span : 5 -0 QUANTITY : 10 Top Pitch : ass ======________________________________________ ______ = = = = == = = = = = ___ = = = =.am -ssf .TOP CHORD BOTTOM CHORD . WEBS R 1 -2= 0 3 -1= 0 1 =- 2 -3= -212 5 -0 5 -0 5 -0 5 -0 3 LEFT HEIGHT:0 -6 -1 ' SPAN:5 -0 RISE:2 -2 -1 RIGHT HEIGHT:2 -2 ___________________________________________ _______________________________ LOADING (PSF) - MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP CHORD:2 *4 No.2 K TOP 30 15 TOP 1 -2= .413 BOT CHORD:2 *4 No.2 K BOTT 0 10 BOTT 3 -1= .09 WEBS :2 *4 No.3 KD SP = = = = = = == = =___ == == = __ == = = = = = = = = == == STR.INC.: 1.33 SPACING : 24 in. REPETITIVE STRESSES USED NO. OF MEMBERS= 1 MIN. BRG WIDTHS @ JNT. 1= 3.5 ;3= 3.5 : DEFL.< L/360 PLATES ARE BENAX -20 HOLDING- 240 TENSION- 359 SHEAR- 242 MANUFACTURED FR101 ASTM A 446 SRO A 6ALUAHIZEO STEEL(EXCEPT AS SON PIKES MUST BE INSTALLED ON BOTH (ACES OF JOINTS,SYMNETRICALLY(EXCEPT AS SHOUN)OESISH CONFORMS UITH NOS DESIGN SPECS 5110 SS THIS OS6N IS FOR TRUSS FABRICATION OHLY.FOR PERMANENT AND TEMPORARY BRACINSNHICH IS RAYS REQO)CONSULT BIOS ARCHITECT OR • === « « A.D.E S. Version 2.0>> >>_______________________ « « DADE- TRUSS - CO. >>> >'' Customer : L.MILTON Date : 07 -13 -1987 •Project #: 0712 Truss ID :J3 Family li : ;012 = = = = = = = = = = = = == === = = = = =__ = = = == Q UANTITY == = 10 = = = =____ = = = = = = = Pitc = h == ===== = = = ==s,s TOP CHORD BOTTOM CHORD WEBS REACTIONS -- 1 -2= 0 3 -1= 0 1 m - 2 -3= -122 ._.... 3 -0 3 -0 3 -0 3 -0 LEFT HEIGHT:0 -6 -1 SPAN:3 -0 RISE:1 -6 -1 RIGHT HEIGHT:1 -6- LOADING(PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D R TOP CHORD:2 *4 No.2 gB TOP 30 15 TOP 1 -2= .137 BOT CHORD:2 *4 No.2 K BOTT 0 10 BOTT 3 -1= .029 WEBS :2 *4 No.3 KO STR.INC.: 1.33 SPACING : 24 in. o. REPETITIVE STRESSES USED NO. OF MEMBER MIN. BRG WIDTHS @ JNT. 1= 3.5 13= 3.5 : DEFL.< L/360 PLATES ARE BERM -20 HOL 240 TENSION- 359 SHEAR- 242 MANUFRCTURED FROM ASTM R 446 6R0 A 6ALUANIZED ST ' (EXCEPT AS SHOUN PLATES MUST BE INSTALLED ON BOTH FACES OF JOINTS SYMMETRICALLY'EXCEPT AS SHOUH)DESI6N CONFORMS UITH NOS ' SION SPECS 800 SS THIS 056N IS FOR TRUSS FABRICATION ONLY.FOR PERM4HENT AND TEMPORARY BRACIN6(UHICH IS ALUAYS REQD)CONS 81.06 ARCHITECT OR Om _<< <<A.C.E.S. Version 2.0 » > >_______ =_______________<< <<DAOE- TRUSS - CO. >>>>'ga Customer : L.MILTON Date : 07 -13 -1987 .Project *: 0712 Truss ID :J1 Family 4 : Span : ==== = = = = =_ ==_, =0 = = == =___ = = = == QUANTITY === 0=========== ==Top =======a_.= = = === = 0 - TOP CHORD BOTTOM CHORD WEBS REACTIONS 1 -2= 0 3 -1= 0 1 : -3@ 2 -3 = -32 1 -0 1 -0 3 LEFT HEIGHT:0 -6 - 1 SPAN:1 -0 RISE:0 -10 - 1 RIGHT HEIGHT:0 - 10 - ____ == = = =3= = = = =__ =________ ________= == _ == === == __ = ===a_=__=______ LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP CHORD:2 *4 No.2 KD §p TOP 30 15 TOP 1 -2= .009 BOT CHORD:2 *4 No.2 K BOTT 0 10 BOTT 3 -1= .002 WEBS :2 *4 No.3 KD STR.INC.: 1.33 SPACING • 24 in. o. REPETITIVE STRESSES USED NO. OF MEMBERS= MIN. BRG WIDTHS @ JNT. 1= 3.5 ;3= 3.5 : DEFL.< L/360 PLATES ARE 8E11AH -10 H010I86- 240 TENSION- 359 SHEAR- 242 MBHUFACTUREO FR01 ASTM A 946 6RD A 6ALUANIZEO STEEL( PLATES FOR TRUSS FABRICATIOH FACES OHLY.FOR P AND (�UHICH AYSREOO)CONSUL DES T CEPi AS SHOUH SPECS 6110 SSBC� ARCHITECT OR rl $9 1 $�f 4"s'f « <A.C.E.S. Version 2. 0»». am=mmmamaa=aaaaam=m=aat < < «DADE- TRUSS - C0. » »i4=m Customer : L.MILTON Data : 07 -18 -1987 Project - 4:.0712 Truss ID :CJ11A Family # : 201 .Span : 26 -1 -15 QUANTITY : 1 Top Pitch : 2.828/12 aaa.m= =mm== ==am=mmm.maa as =aaaaaam=maaammaaaaaamaam ==am ....seat == = == =m= ==mama TOP CHORD BOTTOM CHORD WEBS REACTIONS 1 -2= 809 8 -9= 2819 2 -13= 71 1= 68 2-3= 1727 9 -10= 4466 2 -12= -946 8= -485 • 3 -4= -4393 10 -11= 4277 3 -12= -4628 12= -4524 4 -5= -4588 11 -12= 589 3 -11= 4093 5 -6= -2897 12 -13= -783 4 -11= -1466 6 -7= 0 13 -1= -783 4 -10= 233 7 -8= -1134 5 -10= 244 ,, 5 -9= -2274 6 -9= 2033 6 -8= -4468 PLATE OFFSETS (X =LEFT,Y= TOP):[J6= 7, 2],[J9= 3, 2],[J11= 5, 2], 4 -4 -5 8 -8 -10 13 -1 17 -5 -5 21 -9-10 26 -1 -15 4 -4 -5 4 -4 -5 4 -4 -5 4 -4 -5 4 -4 -5 1• 4 -4. 5X6 SPL 4X5 3 * * '� Z 13 12 2X4 4X6 4X5 4X5 r 5 4X10 4 11 4X8 5X6 SPL . 10 4X5 5X10 6 9 4X8 4 -4 -5 7 -6 -8 13 -1 17 -5 -5 21 -9 -10 26 -1 -15 1 4 -4 -5 ' 3 -2 -3 5 -6 -8 4 -4 -5 4 -4 -5 1 4 -4 -5 LEFT HEIGHT:0 -6 -1 SPAN:26 -1 -15 RISE:6 -8 -1 RIGHT HEIGHT:6 -7 -9 . ma= a aa a== === =aaama =a =ma = =am = ==== = == =aaaa ===aaaa ==aaaa== == =a==. =m =.aaaa= LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP CHORD:2 *6 No.2 K0 S TOP 30 15 TOP 5 -6= .886 BOT CHORD:2 *6 No.2 K0 BOTT 0 10 BOTT 9 -10= .789 WEBS :2 *4 No.3 K0 .. =.aaaa =aaaaaaaaaa aaaaa=aaamaaam aaxmmamsaaaaaaa =caxaanama =aaaa.. = - STR. INC. : 1.33 SPACING : 24 in. o REPETITIVE STRESSES USED NO. OF MEMBERS= 1 MIN. BRG WIDTHS @ JNT. 1= 3.5 ;8= 4.3 ;12= 5.5 : DEFL.< L/36O SPECIAL LOADING IN PLF: UNIFORM BETWEEN JOINTS 1 -2= 51 ; 2 -3= 147 ; 3 -4= 245 -7= 538 ; 8 -9= 120 ; 9 -10= 98 ; 10 -11= 76 ; 11 -12= 52 WEB 3 -11 TO BE 2 *4 No.2 KD SP WEB 6 -8 TO BE 2 *4 No.2 KO SP WEB 3 -12 BRACED AT 1/2 POINTS WEB 5 -9 BRACED AT 1/2 POINTS WEB 6 -8 BRACED. AT 1/2 POINTS PLATES ARE BE!IAX -20 HOLDIH6- 240 TENSION- 359 SHEAR - 242 MANUFACTURED FROM ASTM A 446 6R0 0 UAIIZED STEEL(EXCEPT AS AM PLATES MUST BE INSTALLED OH BOTH FACES OF JOIHTS,SYMMETRICALLY(ERCEPT AS SHDUH)0ESI6H CON S UITH NOS ASIBI SPECS AID SSBC,TPI THIS DAN I5 FOR TRUSS FABRICATION ONLY.FUR PERMANENT RHO TEMPORARY BRRCII6(UHICH IS ALU REUD)CONSULT BLS IRCHITECT OR ENSItiEER. 2X4 7 4X5 ... .4« <A.C.E.S. Version 2 >>>>=. =......= =m. == =.= =._.. « «DADS- TRUSS - 00.3 > >= == Customer`:'L.MILTON Date : 07 -18 -1987 Project 1: 0712 Truss ID :CJ11 Family * : 201 ..Spam.. == =s......9v = ==.= = === QUANTITY =s=4 =.= .====.=m. == = = = === = === ? .sma TOP CHORD BOTTOM CHORD WEBS REACTIQNS 1 -2= 466 7 -8= 1788 2 -11= 71 10= -3231 2 -3= 1341 8 -9= 2173 2 -10= -904 7= -2872 3 -4= -2233 9- 10 = -80 3 -10= -3018 4 -5= -1837 10 -11= -450 3 -9= 2521 5 -6= 0 11- 1 = -450 4-9=-840 6- 7 = -877 5 -8= 637 5 -7= -2537 PLATE OFFSETS (X =LEFT,Y =T0P):[J3= 3, 1.5], 4 -2 -15 8 -5 -13 12 -8 -12 16 -11 -10 21 -2 -9 4 -2 -15 ' 4 -2 -15 4-2 -15 ' 4 -2 -15 4 -2 -15 3X6 SPL. 21 -2 -9 4 -2 -15 7 11 10 9 8 2X4 4X5 4X5 4X5 5X6 SPL. 4 -2 -15 7 -6 -8 12 -8 -12 16 -11 -10 4 -2 -15 > 3 -3 -9 5 -2 -4 ' 4 -2 -15 LEFT HEIGHT:0 -6 - 1 SPAN:21 -2 - 9 RISE:5 -6 - 1 RIGHT HEIGHT:5 75 - 9 t= . === ___ ==== =======_____________________________________======== ...a=====.__- LOADING (PSF) MAX STRESSES M0N IM U0RGRA DE O F.iU M BE R SP L 0 TOP 30 15 TOP 5 -6= .912 BOTT 0 10 .__ __ BOTT 8 -9= .458 WEBS :2 *4 No.3 KD SP ..__________ _______________ = = = = == =. = = = = = = == SPACING . = = = =......... =._. REPETITI BOT CH0RD:2 *6 No.2 KD SP 1.33 NO. OF MEMBERS= 1 REPETITIVE STRESSES USED MIN. BRG WIDTHS @ JNT. 10= 3.5 ;7= 3.5 : DEFL.< L/360 i SPECIAL LOADING IN PLF: UNIFORM BETWEEN JOINTS 1 -2= 49 ; 2 -3= 143 ; 3 -4= 239 ; 4 - 11111111F- -8= 95 ; 8 -9= 74 ; 9 -10= 51 ; 10 -11= 29 ; 11 -1= 11 WEB 5 -7 BRACED AT 1/2 POINTS PLATES ARE BEMRX-20 HOLDING- 240 TENSION- 359 SHEAR- 242 MANUFACTURED FROM RSTM A 446 6R0 A 6ALUANIZED STEM XCEPT RS SHOW) PLATES INSTALLED ON BOTH PERMANNENTERHOCTEMPORARYPBRACIN6 ((UUHICHSIS ALUAYSREQD)CONSUS' SPECS 4X5