Loading...
BP-02-622CONTRACTOR Name U m Coit • 1 kftc /' License No 0 2O s`R 0 Address l 1 6,-t 0'LA-0 t4 c L!' N \ S , ` r1 Telephonei s t445 i (fax LI L l __ coal. ' r 1 Qualifier Name 11® g-() C_ m CR_L s S L PROPERTY OWNER New Construction Name Ai + p -, s Vtr7 5 c°' I . Name 3k l l l J(\ • 14C— ® �- Address ` .-- ® 1 Rome Telephone 9 - 01 - Co S 1. Business Telephone c`"k Z. Foundation Only 2_ Fax ® 5 — ' — CO Other ENGINEER New Construction Name Ai + p -, s Vtr7 5 c°' I . ( * Licensee No. oo. 7 e _ 4 4 t (t Address - 6 10 l'-' ML t l S- t 3 3 Telephone , Alteration Interior -- 1 CLL 1 Fax „30 — ° - c`"k Z. ARCHITECT New Construction ° Name IgajtL� et, AL S _ Alteration Exterior License No k /� ® o •L 2_ Alteration Interior Address iffs 1r3 t Relocation of Structure .., Telephone vl t= " s .- - L_V ( P 11 Foundation Only 2_ Fax ® 5 — ' — CO TYPE OF MANAGEMENT,_( ✓ ) New Construction ° Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'I Attachment Other Add'l Detachment Other �Z.--e S S INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Complete the attached permit application which trust be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submitted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. Step 1. APPLICATION Job Address: Address Apt. Folio Number it - '2i3C0 °' co, -004 ® Description of Work tiatlep s L3 c 1 1790kr— 5"' ,f° ' b i glad `'t Less 3 I S 1t 40 `fnrng isi (A- Linear Feet it /A Current Use of Property 1 1' 311 T Square Feet 14 /A- Units /4/A Floors I Proposed Use of Property l S 0A-a>ak-Value of Work 3 34 69 Bldg Value M 14 - Tenant Information 6 h- S' - Tax Assessed/Appraised Value Flood Zone H A- PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other/Fa-41S S I/ PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection PERMIT APPLICATION Master Permit No. 6 P -0 ( - 1 L ('5 Subsidiary Permit No�� p " c City State.. Zip Base Floor Elev. 1.1 ` k / Page 2 IMPORTANT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for FT .F.CTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1" Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien . Law and Choosing a Contractor. STATE OF FLORI1 A, OUNTY OF MIAMI -DADE Signature of Owner Print Name Sworn to and subscribed before me this day of 1 Si a . e of Notary Pub v State of Flori. -' se jrniut---Sk—:iion6. 200843716 ea% De Personally known OR, Produced Identification Personally known OR, Produced Identification Signature of Notary Public - State of Florida ST OF ! 1 ' , • OUNTY OF MIAMI-DADE PERMIT APPLICATION Signature of Contractor / Qualifier S om to d subscribed before me this a. , day of /C Type of Identification Produced: Type of Identification Produced: ELECTRICAL TYPE Minimum Fee QTY. TYPE Dryer QTY. TYPE Outlet, Appliance QTY. TYPE Service Repair QTY. A/C Central 1 -3 Ton Heating Strips, each Fan Outlet, Wall Service, Temporary - Paint Booth A/C Central 4-7 Ton Fire Pump Outlet, Switch - Piping, Flammable Liquid Signs A/C Central 8 -15 Ton Fixture - Fluorescent Piping Oven Space Heater (kw) A/C Central 16-20 Ton Pressure Vessel Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -vblt, Television Service, Number of Amps Water Heater New MECI LANICAL TYPE Minimum Fee QTY. TYPI; Condensate Drain QT TI PI; Generator QTY. TYPE Refrigeration, Tons QTY. A/C Central, Tons QTY. Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wakk/WVin. Tons Dryer Vents, Number of - Paint Booth Ventilation, Cost Mr Handler, Tons Ductwork, Cost of - Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Piping Pump and Abandon Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Gas - Appliance PLUMBING TYPE A/C Condensate QTY. TYPE Drains, Roof QTY. TYPE Mscellaneous Fixture QTY. TYPE Soakage Pit QTY. Bath Tub Drinking Fountain • Miscellaneous Repairs Solar Water Heater Bidet • Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental•Chair Grease Trap Pump, Sprinlder Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: SECTION BY DATE Zoning Electrical Mechanical Plumbing Fire Public Works Structural 3 S02 r Building Official r Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi- family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) PERMIT FEES $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) Inspector State Educational Fund State DCA (Radon). Code Enforcement Fine Zoning Review ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) $ $ ter ( sq.ft. = x/1000 x 0.60) (0.005 / sq.ft.) (¢.01 /sq.ft.) PERMIT APPLICATION LI CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) 0 pd-- So b! TOTAL $ ` / 0, Q C� ISSUING OFFICIAL REVIEWED AND PREPARED BY: DATE: CONDITION OF APPROVAL Holed re :P- I, -Z / i3 Revised July 2001 10050 N.E. 2 AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com The foltow/ing pages were on • • inally attached to plans with the following permit # R_P - ip HIB -91 Summary Sheet COMMENTARY and RECOMM NDATIONS for COMMENTARY and RECOMM NDATIONS for , HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES © ItistheresDonsibilitvoftheinstaller (builder. building contractor. licensed contractor. erectororerection contractor) toproperly receive. unload. store. handle. install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood 1TiON h itra erectororerection cor*trac obtain an read the entire booklet" f Reco lateCon for Handling sin Metal P W ood' from the Truss Pla °Institut 8' -10' 8' -10' I TRUSS STORAGE I 2At1TI l russess notbe rrlfo on rough terraiOpt, verl surfaces whichcould cause :: I amageto the t ruse,�' Frame 1 TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833 -5900 truss industry, but must, due to the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. aarr �xa graale rriancen iu mrser l conn ect f ould b made with minirr>wulmi of 2 1 6 d s ails a sses assumed 2' o i - center oriels A ll i�nttlt ussea should; be connected t ogether fin ac ance with design drawings prior to i stanab 4/1 L/200 L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2' 25.0' Up to 24' Over 24' - 42' Over 42' - 54' 3/12 3/12 3/12 8' 7' 6' TOP CIciD A DIAGONJ BRACE SPACING (D atir 17 10 6 1SPF/HFC 12 6 4 See a registered professiona engineer Over 54' DF - Douglas Fir-Larch SP,- Southern Pine Hem-Fir SPF - Spruce-Pine-Fir 47 , Dlagon a I brace • : also - required on end vertica•_ Top chords that are laterally braced can buckle togetherand cause collapse inhere lane diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purllne are attached to the topside of the top chord. MONO TRUSS • 1 Continuous Top Chord Lateral Brace Required N TOLE , PLUMB 12" 24" 36" 48" 60" 72" 84" 96" 108" 1/4" 1/2" 3/4" 1" 1-1/4" 1-1/2" 1-3/4" Z' 2" 1' 2' 3' 4' 5' 6' 7' 8' 9' NC •"• • •1-5I 50" 100" 150" 1/4" 1/2' 3/4" 4.2' 8.3' 12.5' • 1, -,a••• • • : Lesser of L/200 or 2" L(In) • BOW _ 0 LANE4Ns TIONIOLERANCES. - All lateral braces lapped at least 2 trusses. Lesser of L/200 or 2" or less= 1 , l t- .. I Approximately' Appro lmately '/a truss length 1/2 truss let ng T russ spans teas than ,60f or-(eaa= reader. A pproximatel y_:' 1 21 0440usilen e , ess tha n`'or e qual to A pproxitiiate l truss' ten Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Strongback/ SpreaderBar Approximately V3 Ya truss length 111111212111170111116 Approximately Va to' truss length Greater than 60' Tag Line OUND {BUILDI INTERIO G • Top Chord LBT ■ ■ ∎\) ordeal (GBy) : /Top Chord GBV Ground brace diagonals (GB Ground brace vertical ( GB I ttutitc.o • group of truaeo. Less than or equal: to Frame Greater than 60' ND: B RACING :` BUILDING EXTE -- Typical vertical attachment Strut (ST) Typical horizontal tie member with multiple stakes (HT) latest (LB( 7 up o of brae � wp of trusoea End brace (EB) See a registered professional engineer Top chords that are laterally braced can buckle togetherand cause collapse inhere isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord rid diagonals are ability and must be l upiica th ends of the trus aysien Top chords that are laterally braced can buckle togetherand caueecollapse inhere is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. Continuous Top Chord Lateral Brace Required Continuous Top Chord Lateral Brace Required 10° or Greater 1l een agonal brace° r. cantilevered saes must be aced on vertic v ' • ebs In_line e support. tAI Continuous Top Chord Lateral Brace Required Top chords that are laterally braced can buckle togetherand cause collapse tither° isno diago- nal bracing. Diagonal bracing should be nailed . to the underside of the top chord when puffins are attached to the topside of the top chord. 1111 1140. NIMI PIT CH DIFFER SP See a registered professional engineer race; :iiilHl�liY:t Continuous Top Chord Lateral Brace Required F /Hr= Top chords that are laterally braced can buckle togetherand caueeoollapse if there iano diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purling are attached to the topside of the top chord. iss R$ TRUSS: • B` orgre ottom ,chord diego at each .. end of he spacing as to • Upto32' Over 32' - 48' Over 48' - 60' Over 60' 4/12 4/12 4/12 15' 15' 15' $01,70. CH Pt::]!! DIAGONAL BRACE $PACING (DB &', ti t►4sses] . = SP /DF 20 10 6 15 7 4 See a registered professional engineer Douglas FIrLar Hern -FIr - Souther, Pine"r Spruce - Pine -rtn toss bracing repeated at each end of th building and at'2 intervals. MIAMIDADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Hughes Manufacturing, Inc. North FL 33773 11910 - 62 Street Largo 1of3 Approved:12 /02/1999 Interact mail address: postasasler @huildiagcodcoeliae -corn r MIAMI -DADE COUNTY FI:ORI: METRO - DADE FLAGLER �a'JILDII BUILDING CODE COMPLIANCE OFFI METRO•DADE FLAGLER BUILD! t40 WEST FLAGLER STREET. SUITE 1, MIAMI. FLORIDA 33130 -1 (305) 375 -2901 FAX (305) 375.2 CONTRACTOR LICENSING SECTI (305) 375 -3527 FAX (305) 375 -2 CONTRACTOR ENFORCEMENT SECTI (3(15) 375-2966 FAX (305) 375-2 PRODUCT CONTROL DIVISI (305) 375.2902 FAX (305) 372 -6 Your application for Product Approval of. Wood Connectors under Chapter 8 of the Code of Miami -Dade County goveming the use of Alternate Materials and Typl Construction, and completely described hercin, has been recommended for acceptance by the Miami -D County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the.expiration date stated below. BCCO reserves the right to secui product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or susp the use of such product or material immediately: BCCO reserves the right to revoke this approval, if it determined BCCO that this product or material fails to meet the . requirements of the South Florida Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:99 -0916.04 Expires:12 /02/2002 Raul Rodriguez;_ Chief Product Control Di' THIS IS THE COVERSUEET, SEE ADDITIONAL PAGES FOR SPECIFIC Alp GENERA :;; COND.ITIONS BUILDING CODE'& PRODUCT °REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by. the;Build ng and Product Review Committee to be used in Dade County, Florida under the conditions set::for h'abo rartclsco Quintana, R.. Director Miami -Dade County Building Code Compliant Ho mcpagc: , httpalwww.buildio. codeotaline•coa Hughes Manufacturing, Inc. ACCEPTANCE NO: 99- 0916.04 DEC 0 2 1999 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS DEC 022002 1. SCOPE 1.1 This approves wood connectors; as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County. For the locations whe . the actual loads as determined by SFBC Chapter 23, do not exceed the design load indicated in the approved drawings. 2. . PRODUCT DESCRIPTION 2.1 The Hughes Wood Connectors shall be fabricated and used in strict compliance'with the following docume Drawing No. 1- HGUS /JHAII'UH, titled "Wood Connectors ", prepared by Hughes Manufacturing, Inc., date 10/25/99 with no revisions sheet 1 of 1. The drawings shall bear thc Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade Product Contr Division. These documents shall hereinafter be referred to as.the approved drawings. 3. LIMITATIONS 3.1 Allowable loads are for Southern Pine or better with a specific gravity of 0.55 and moisture content of 19% less. 3.2 Allowable loads are based on testing per ASTM D1761 and calculations per National Design Specifications Wood Construction 1991 Edition & 1993 Errata. 4. INSTALLATION 4.1 The wood connectors shalt be installed in strict compliance .with the approved drawings., 5. LABELING 5.I Each wood connector shall bear a permanent label with the manufacturer's name or logo, city, state and thc following statement: "Miami -Dade County Product Control Approved ". 6. BUILDTh G lT-:: . • 6.1 Application for Building Permit sh.all.be accompanied by copies of the following: 6.1:1 This Natice.ofAcceptance • 6.1.2 Dupticatc.copies of the approved drawings as identified in Section 2 of this Notice of Acceptance, clearly marked to show the hangers and angles selected for the proposed installation. • 6.13 Any other document required by the Building Official or the SFBC in order to properly evaluate the installation of these products. • Candido Font, PE, Sr. Product Control ExarninW Product Control Division 2 of 3 • Hughes Manufacturing, Inc. ACCEPTANCE NO.: 99- 0916.04 APPROVED : DEC 0 2 1999 EXPIRES NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this.Acceptance (approval) shalt be considered after a renewal application has been filed and the orig submitted documentation, including test supporting data, engineering documents, are no older than eight (8) year 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and thc following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3.. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the.prod is not in compliance with the code changes; .b) The product is no longer the same product (identical) as the one originally approved: c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed thc required documentation initially submitted is no lon; practicing the engineering profession. 4. Any revision or change in.the materials,. use, and/or manufacture of the product or process shall automatically be cause for termination of. this Acceptance, unless prior.wricten approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall,also be grounds for removal of this Acceptance: a) •Unsatisfactory perfortnancc product or process. b) Misuse ofthis Acceptance AS an endorsement of any. product; for sales, advertising or any other purpose. . ,.7 6. The Notice of Acceptance : number.. preceded by the iacwords Miami -Dade County, Florida, and follow,ved` the expiration date may. be displayed in advcrnsuhg.[itcui e: If any portion of the Notice of Acceptance is: displayer then it shall be done in its.entirety. 7. A copy of this Acceptance as well as approvcd and other documents, where it applies, shall be:provided the user by the manufacturer or its distributors and shalt be available for inspection at the job site at alt time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. DEC 0 2 2002 Candido Font, PE, Sr. Product Control EXam"ac Product Control Division END OF THIS ACCEPTANCE 3 of Product Code Matortal Thickness Joist Width Dimensions Fasteners Design Loads (Ibs) Girder/ Header Naffs Truss/ Jofst Nails Normal 100% Uplift 133% W H A JHA29 18 ga 1.1/2' • 1-5/8' 10' 6' (18) 16d (6)10d 2114 ' 892 ' JHA213 18 ga 1 -1/2 ' 1 -5/8' 13 -1/2' 6' (18) 16d (6)10d 2114 • 892 ' JHA218 16 ga 1 -1/2' ' 1-5/8' 17 -1/4' 6 (24) 16d (6)16d 2125 • 883 . JHA 2 -213 18 ga 3' ' 3 -1/8' 12-1/2' 5 -3/16' (18) 16d (6)10d 3105 • 1216 • JHA2 -218 16 ga 3' ' 3 -1/8' 16 -1/2' 5-3/16' (24) 16d (6)16d 3650 • 1142 ' JHA413 18 ga 3-1/2' ' 3 -5/8' 12 -1/4' 5- 1/16'(18) 16d (6)10d 3105 ' 1216 ' JHA 418 16 ga 3-1/2' ' 3 -5/8' 16 -1/4' 5 -1/16' (24) 16d (6)16d 3650 ' 1142 ' JHA 424 16 ga 3 -12" ' 3 -58' 22' 5 -1/16' (30) 16d (6)16d 3650 a 1142 ' Product Code Material Thickness Joist Width Dimensions Fasteners Design Loads (Ibs) Girder/ Header Truss/ Joist Normal 100% Uplift 133% W H TUH 26 16 gauge 1 -1 12" ' 1- 9/16' 5 -5/16' (16) 16d (8) 16d 3042 ' 1350 ' TUH 28 16 gauge 1-if r ' 1.9/16' 7 -1/16' (22) 16d (10) 16d 3314 ' 1908 • TUH 26-2 16 •auge 3' • 3 -1/8' 5.1/4' 16 16d 8 16d ' 0 ' TUH 28.2 16 gauge 3' 3-1/8' T (22) 16d (10) 16d 3650 1908 TRUSS /JOIST HANGERS, ADJUSTABLE 18 & 16 Ga. Galvanized Steel . 14 GiderMeader nags shag have a mitimum pcnetratbn d a". TRUSS /JOIST HANGERS. TUH -TYPE 16 Ga. Galvanized Steel 14 Giraermeaaernalte stall have a minknum penelratlan al 2': Load Share Fastening System Load Share Fastening System TOP CHORD 2X4 SP //2 OR SPF //1///2 OR BETTER. • 8OT CHORD 2X3(') OR 2X4 SP f2N OR SPF ft1 ///2 OR BETTER. WEBS 2X4 SP //3 OR BETTER. 2X3 MAY BE RIPPED FROM A 2X6 (PITCHED OR SQUARE). " ATTACH EACH VALLEY TO EVERY SUPPORTING TRUSS WITH: (2) 16d BOX (0.135" X 3.5 ") NAILS TOE- NAILED FOR SBC OR ASCE 7 -93. 110 MPH MAXIMUM WIND, 15' MEAN HEIGHT. 5 PSF MINIMUM TOP CHORD DEAD LOAD OR (2) SIMPSON H2.5 OR CONNECTION FOR 500// UPLIFT FOR SBC OR ASCE 7 -93. 130 MPH MAXIMUM WIND, 30 MEAN HEIGHT, 5 PSF MINIMUM TOP CHORD DEAD LOAD. CUT FROM 2X6 OR LARGER AS REQ'D 4 -0 -0 MAX 12. . 12 MAX.I W1X3 WIX3 B 0 0 MAX W4X4 W I X3 6 -0 -0 (MAX SPACING 16 -0 -0 MAX 20 -0 -0 MAX ( + +) D W1X3 - WI X3 W2X4 SUPPORTING TRUSSES AT 24" OC MAXIMUM SPACI.NG. VALLEY PITCHED CUT BOTTOM CHORD VALLEY • ++ TRUSS DETAIL .WARNING" TRUSSES REOUJRE EXTREME CARE IN FABRICATING. HANDLING. SHIPPING. INSTALLIM AND BRACING. REFER TO H111-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY 1PI (TRUSS PLATE INSTITUTE, 505 D'ONOFRI0 DR.. SUITE 200. 14ADISOI4. WI. 53719) FUR SAFETY PRACTICES PRIOR TO P1RFOp1 THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOT TON CHCIRD SHALL HAVE A PROPERLY ATTACHED RIG/ CEILING. x'INPORTANT +x rURNISH A COPY ir 1H1S DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION fptH THIS DESIGN! ANY FAILURE TO BUILD THE TRUSSES IN COA60RHAMCE WITH TP11 OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING. OF TRUSSES. DESIGN CONfORHS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN SPECITICAUON PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AI4D TPI. ALPINE CONNECTORS ARE MADE OF 20GA AS1H A653 C,R40 GAIN. STEEL EXCEPT AS MOtED. APPLY CONNECTORS TO EACH FACE OF TRUSS AHD. UNLESS OTHERWISE LOOMED OF THIS RESIGN. POSITION CONNECTORS PER. DRAWINGS 160 A -Z. 7HE SEAL ON 71115 DRAWING INDICATES ACCEPTANCE OF FROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COHPOHEHT 11E51014 SHOWN. THE SUITABILITY AND U51 OF THIS COWMEN"! FOR ANY PARTICULAR BUILDING 17 P1r1 TY I F 111 I 1 I I R ' • AN' 1 • - T UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY 1X4 "T "- BRACE, 80 LENGTH OF WEB, VALLEY WEB, SAME SPECIES AND GRADE OR BETTER. ATTACHED WITH 8d BOX (0.113" X 2.5'') NAILS AT 6" OC, OR CONTINUOUS LATERAL BRACING. EQUALLY SPACED, FOR VERTICAL VALLEY WEBS GREATER THAN 7'9 ". MAXIMUM VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'0 ". TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED W1TH: PROPERLY ATTACHED, RATED SHEATHING APPLIED PRIOR TO VALLEY TRUSS INSTALLATION OR PURLINS AT 24" OC OR AS OTHERWISE SPECIFIED ON ENGINEERS' SEALED DESIGN OR BY VALLEY TRUSSES USED IN LIEU OF PURLIN SPACING AS SPECIFIED ON ENGINEERS' SEALED DESIGN. NOTE THAT THE PURLIN SPACING FOR BRACING THE, TOP CHORD OF TRUSS BENEATH THE VALLEY IS MEASURED ALONG THE SLOPE OF THE TOP CHORD. LARGER SPANS MAY BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES NOT EXCEED 12'0 ". BOTTOM CHORD MAY BE SQUARE OR PITCHED CUT AS SHOWN. VALLEY SPACING . TOE - NAILED 11 SQUARE. CUT BOTTOM CHORD VALLEY OPTIONAL STUB OPTIONAL 1-HIP JOINT DETAIL END DETAIL .1 No. 2283 �'•. STATE OF JR.FAC. 1.25/1.33 _PACING 24" 2i R rc LL 30 30 40 PSF rc DL 20 15 7 PSF 3C DL 10 10 10 PSF 1C LL 0 0 0 PSF OT.L D. 60 55 57 PSF 1.15 1.15 W4X4 JS3E3 0C PARTIAL FRAMING PLAN THIS DRAWING REPLACES DRAWING A105 REF VALLEY DETAIL DATE 06/25/99 DR■G VALTRUSS0699 HIPJACK TOP CHORD LUMBER GRADE ff , nir tilt UUMlnuIN Irtu. MAX NORMAL OVERHANG LENGTH*** MAX HIPJACK OVERHANG LENGTH*** SOFFIT WEIGHT 2 PSF 10 PSF J3 1 -06 -00 2 -01 -07 #2 N //2 N 1 -09 -00 2 -05 -11 //2 //2 DENSE OR #1 N 2 -00 -00 2 -09 -15 //1 /J2 DENSE J1 J3 §T1 I:PDOW.N CORN HR S TOP CHORD 2X4 SO. PINE #2 N, SEE TABLE BELOW FOR HIPJACK GRADE BOT CHORD 2X4 SO. PINE //2 N WEBS 2X4 S0. PINE //3 • PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT: 350// 200# BRG LOC: + ++ UPLIFT BASED ON 10.0 PSF TOTAL DEAD LOAD. WIND SPEED =110 (100) MPH. MEAN HGT =17.5 (30.0) FT. ENCLOSED. (SBC) PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT: 580/{ 430// BRG LOC: • ++ UPLIFT BASED ON 10.0 PSF TOTAL DEAD LOAD. WIND SPEED =120 MPH. MEAN HGT =22.6 FT. ENCLOSED. (SBC) J1 J3 J5 J7 W2X4 3.00 12 TO 6.00 I * * 7 R- 4631, END AND CORNER JACKS HJ 2.12 12 4 �- W2X5 R -8521. W - 3.50 - i 1 N JELL CORNER SET SETBACK 7' 0" 0 + ++ W2X4 9 -10 -13 OVER 2 SUPPORTS 2' TYP. 7' 5' 3' 1' .•VARNING "" TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 503 D'ONUFRIO DR., SUITE 200. MADISON, VI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERVISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID! CEILING. . IMPORTANT." FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE VITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING CIF TRUSSES. DESIGN CONFORMS VIM APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 200A ASTH A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND. UNLESS DTHERVISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAVINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOVN. THE SUITABILITY AND USE OF TH1S COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBII ITY OF THE BUILDING DESIGNER PER ANSI /TPI 1 -1995 SECTIIIN E. + ++ OPTIONAL VERTICAL WEB. USE W1.5X4 AT BOTTOM OF VERTICAL. USE W3X4 AT TOP OF VERTICAL AND DIAGONAL WEB. ** `3X4 r� 3 ,4 . - 11 -- HIPJACK OR SIMPSON TH1A20 * ** 1 3 TC LL TC DL BC DL BC LL TOT.LD. 244 Sj REO 04 DUR.F AC. o J �� P Fi!I�b44 LW p ; � P �1FIC,q +: L * ' V 110.2283 . 1� { /X�J� VI � STATE OF • 5' (2) 16d TOENAILS :. (3) 16d TOENAILS 30 MAX PSF. 15 MAX PSF 10 PSF 0 PSF 55 MAX PSF 1.33 SPACING SEE ABOVE 2 TYP. ALTERNATE LOADING TCLL 20 PSF TCDL 20 MAX PSF BCDL 10 PSF TOT.LD. 50 MAX PSF DUR.FAC. 1.25 THIS DRAWING REPLACES DRAWING HC11795029 REF 7' STBK CS DATE 06/25/99 DWG CS7SBK3A0699 - ENG SJP /KAR ff , nir tilt UUMlnuIN Irtu. # 1 HIP TRUSS J5 J3 J1 J1 J3 J5 J7 J7 J7 J" §T1 I:PDOW.N CORN HR S TOP CHORD 2X4 SO. PINE #2 N, SEE TABLE BELOW FOR HIPJACK GRADE BOT CHORD 2X4 SO. PINE //2 N WEBS 2X4 S0. PINE //3 • PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT: 350// 200# BRG LOC: + ++ UPLIFT BASED ON 10.0 PSF TOTAL DEAD LOAD. WIND SPEED =110 (100) MPH. MEAN HGT =17.5 (30.0) FT. ENCLOSED. (SBC) PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT: 580/{ 430// BRG LOC: • ++ UPLIFT BASED ON 10.0 PSF TOTAL DEAD LOAD. WIND SPEED =120 MPH. MEAN HGT =22.6 FT. ENCLOSED. (SBC) J1 J3 J5 J7 W2X4 3.00 12 TO 6.00 I * * 7 R- 4631, END AND CORNER JACKS HJ 2.12 12 4 �- W2X5 R -8521. W - 3.50 - i 1 N JELL CORNER SET SETBACK 7' 0" 0 + ++ W2X4 9 -10 -13 OVER 2 SUPPORTS 2' TYP. 7' 5' 3' 1' .•VARNING "" TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 503 D'ONUFRIO DR., SUITE 200. MADISON, VI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERVISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID! CEILING. . IMPORTANT." FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE VITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING CIF TRUSSES. DESIGN CONFORMS VIM APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 200A ASTH A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND. UNLESS DTHERVISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAVINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOVN. THE SUITABILITY AND USE OF TH1S COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBII ITY OF THE BUILDING DESIGNER PER ANSI /TPI 1 -1995 SECTIIIN E. + ++ OPTIONAL VERTICAL WEB. USE W1.5X4 AT BOTTOM OF VERTICAL. USE W3X4 AT TOP OF VERTICAL AND DIAGONAL WEB. ** `3X4 r� 3 ,4 . - 11 -- HIPJACK OR SIMPSON TH1A20 * ** 1 3 TC LL TC DL BC DL BC LL TOT.LD. 244 Sj REO 04 DUR.F AC. o J �� P Fi!I�b44 LW p ; � P �1FIC,q +: L * ' V 110.2283 . 1� { /X�J� VI � STATE OF • 5' (2) 16d TOENAILS :. (3) 16d TOENAILS 30 MAX PSF. 15 MAX PSF 10 PSF 0 PSF 55 MAX PSF 1.33 SPACING SEE ABOVE 2 TYP. ALTERNATE LOADING TCLL 20 PSF TCDL 20 MAX PSF BCDL 10 PSF TOT.LD. 50 MAX PSF DUR.FAC. 1.25 THIS DRAWING REPLACES DRAWING HC11795029 REF 7' STBK CS DATE 06/25/99 DWG CS7SBK3A0699 - ENG SJP /KAR JOINT TYPE SPANS UP TO 30' 34' 38' 52' A . 2X4 2.5X4 2.5X4 3X5 B 4X6 5X6 5X6 5X6 C 1.5)13 1.5X4 1.5X4 1.5X4 D 5X4 5X5 5X5 5X6 E 4X6 OR 3X6 TRULOX AT 4' OC. ROTATED VERTICALLY A TOP CHORD 2X4 #2 OR BETTER DOT CHORD 2X4 y2 OR BETTER WEBS 2X4 /'3 OR BETTER REFER TO SEALED DESIGN FOR DASHED PLATES. SPA CE PIGGYBACK VERTICALS AT 4' OC MAX. TOP AND BOTTOM CHORD SPLICES MUST BE STAGGERED SO THAT ONE SPLICE IS NOT DIRECTLY OVER ANOTHER. PIGGYBACK BOTTOM CHORD MAY BE OMITTED. ATTACH VERTICAL WEBS TO TRUSS TOP CHORD WITH 1.5X3 PLATE. ATTACH PURLINS TO TOP OF FLAT TOP CHORD. IF PIGGYBACK IS SOLID LUMBER OR THE BOTTOM CHORD IS OMITTED, PURLINS MAY BE APPLIED BENEATH THE TOP CHORD OF SUPPORTING TRUSS. REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURLIN SPACING. THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: 110 MPH WIND. 30' MEAN HOT, ASCE 7 -93. CLOSED BLDG, LOCATED ANYWHERE 1N ROOF, 1 MI FROM COAST CAT 1. EXP C. WIND TC DL =5 PSF. WIND BC DL =5 PSF 110 MPH WIND. 30' MEAN HG T. SBC ENCLOSED BLDG. LOCATED ANYWHERE IN ROOF WIND TC DL =5 PSF. WIND BC DL =5 PSF FRONT FACE (E,* ) PLATES MAY BE OFFSET FROM BACK FACE PLATES AS LONG AS BOTH FACES ARE SPACED 4' OC MAX. EITHER PLATE LOCATION 1S. A CCEPTAB H D— SPLICE 12 12 I MAX_ TYP. B B 20' FLAT TOP CHORD MAX SPAN I � MAX SIZE OF 2X12 #2 OR BETTER A .OPTIONAL SPLICE�f/ B D B `ATTACH PIGGYBACK WITH 3X6 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. PIGGYBACK DETAIL ATTACH TRULOX PLATES WITH (e) 0.120" X 1.375" NAILS, OR EQUAL. PER FACE PER PLY. (4) NAILS IN EACH MEMBER TO BE CONNECTED. REFER TO DRAWING 160 TL FOR TRULOX INFORMATION. * PIGGYBACK SPECIAL PLATE ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF FABRICATION. ATTACH TO SUPPORTING TRUSS WITH (4) 0.120" X 1.375" NAILS PER FACE PER PLY. APPLY PIGGYBACK SPECIAL PLATE TO EACH TRUSS FACE AND SPACE 4' OC OR LESS. 00 00 a a a a a o a a a o 0 o a o o. o a o o a 8 1/4" 2 THIS DRAWING REPLACES DRAWINGS 634,016 634,017 & 847,045 " "WARNING "" TRUSSES REDUIRE CXTREHE CARE IN FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER 10 NIB-91 HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PRIOR TO PERFORMING THE F� CTIONSU i UNLESS OTHERWI E IND 53719) FOR CRIED. 1UP CHORD SHALL HA �+ .P d /�� 4: PROPERLY ATTACHED STRUCTURAL PANELS AND B01TH CHORD SHALL HAVE A PROPERLY ATTACHED RIGID P•'Q.K ifIC ' 01w 1T. ALPINE ENGINE RED INC. SHALL BE E RESPONSIBLE FOR A VIL I7 OT4 FFROM THI 77 THIS OR DESIGN; ANY FAILURE TO BUILD THE TRUSSES 1N CONFORMANCE VITH TPI1 OR FABRICATING. ' HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS V1TH APPLICABLE • OV PROVISIONS OF HDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE ar 200A ASTN A653 GR40 GALV. STEEL sIge OF . EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED 011AW ��,QFv'� THIS DESIGN. 8001110N CONNECTORS PER DRAWINGS 160 A -2. THE SEAL ON THIS DRAWING INDICATES � • •- ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT "� ec' ` DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING —"41,111.. . IS "MF RFSPONSIBII I0) OF 11/E BUII 01N6 DESIGNER, PFR ANS1 /181 1-1911 SEETION 5 MAX WIC. 1 33 p D S UR. A FAC. 1.52g PS R.FAC. SPACING 24.0" REF PIGGYBACK DATE 06/25/99 DRVG PIGBACKB0699 - ENG DLJ /KAR WEB BRACING CHART WEB LENGTH REQUIRED .BRACING 0' TO 7'9" NO BRACING 7'9" TO 10' 1x4 - T' BRACE. SAME GRADE. SPECIES AS WEB MEMBER. OR BETTER, AND BOX LENGTH OF WEB MEMBER. ATTACH WITH Bd NAILS AT 4" OC. 10' TO 14' 2x4 'T' BRACE. SAME GRADE. SPECIES AS WEB MEMBER. OR BETTER. AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 16d NABS AT 4 OC. A TOP CHORD 2X4 #2 OR BETTER DOT CHORD 2X4 y2 OR BETTER WEBS 2X4 /'3 OR BETTER REFER TO SEALED DESIGN FOR DASHED PLATES. SPA CE PIGGYBACK VERTICALS AT 4' OC MAX. TOP AND BOTTOM CHORD SPLICES MUST BE STAGGERED SO THAT ONE SPLICE IS NOT DIRECTLY OVER ANOTHER. PIGGYBACK BOTTOM CHORD MAY BE OMITTED. ATTACH VERTICAL WEBS TO TRUSS TOP CHORD WITH 1.5X3 PLATE. ATTACH PURLINS TO TOP OF FLAT TOP CHORD. IF PIGGYBACK IS SOLID LUMBER OR THE BOTTOM CHORD IS OMITTED, PURLINS MAY BE APPLIED BENEATH THE TOP CHORD OF SUPPORTING TRUSS. REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURLIN SPACING. THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: 110 MPH WIND. 30' MEAN HOT, ASCE 7 -93. CLOSED BLDG, LOCATED ANYWHERE 1N ROOF, 1 MI FROM COAST CAT 1. EXP C. WIND TC DL =5 PSF. WIND BC DL =5 PSF 110 MPH WIND. 30' MEAN HG T. SBC ENCLOSED BLDG. LOCATED ANYWHERE IN ROOF WIND TC DL =5 PSF. WIND BC DL =5 PSF FRONT FACE (E,* ) PLATES MAY BE OFFSET FROM BACK FACE PLATES AS LONG AS BOTH FACES ARE SPACED 4' OC MAX. EITHER PLATE LOCATION 1S. A CCEPTAB H D— SPLICE 12 12 I MAX_ TYP. B B 20' FLAT TOP CHORD MAX SPAN I � MAX SIZE OF 2X12 #2 OR BETTER A .OPTIONAL SPLICE�f/ B D B `ATTACH PIGGYBACK WITH 3X6 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. PIGGYBACK DETAIL ATTACH TRULOX PLATES WITH (e) 0.120" X 1.375" NAILS, OR EQUAL. PER FACE PER PLY. (4) NAILS IN EACH MEMBER TO BE CONNECTED. REFER TO DRAWING 160 TL FOR TRULOX INFORMATION. * PIGGYBACK SPECIAL PLATE ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF FABRICATION. ATTACH TO SUPPORTING TRUSS WITH (4) 0.120" X 1.375" NAILS PER FACE PER PLY. APPLY PIGGYBACK SPECIAL PLATE TO EACH TRUSS FACE AND SPACE 4' OC OR LESS. 00 00 a a a a a o a a a o 0 o a o o. o a o o a 8 1/4" 2 THIS DRAWING REPLACES DRAWINGS 634,016 634,017 & 847,045 " "WARNING "" TRUSSES REDUIRE CXTREHE CARE IN FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER 10 NIB-91 HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PRIOR TO PERFORMING THE F� CTIONSU i UNLESS OTHERWI E IND 53719) FOR CRIED. 1UP CHORD SHALL HA �+ .P d /�� 4: PROPERLY ATTACHED STRUCTURAL PANELS AND B01TH CHORD SHALL HAVE A PROPERLY ATTACHED RIGID P•'Q.K ifIC ' 01w 1T. ALPINE ENGINE RED INC. SHALL BE E RESPONSIBLE FOR A VIL I7 OT4 FFROM THI 77 THIS OR DESIGN; ANY FAILURE TO BUILD THE TRUSSES 1N CONFORMANCE VITH TPI1 OR FABRICATING. ' HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS V1TH APPLICABLE • OV PROVISIONS OF HDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE ar 200A ASTN A653 GR40 GALV. STEEL sIge OF . EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED 011AW ��,QFv'� THIS DESIGN. 8001110N CONNECTORS PER DRAWINGS 160 A -2. THE SEAL ON THIS DRAWING INDICATES � • •- ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT "� ec' ` DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING —"41,111.. . IS "MF RFSPONSIBII I0) OF 11/E BUII 01N6 DESIGNER, PFR ANS1 /181 1-1911 SEETION 5 MAX WIC. 1 33 p D S UR. A FAC. 1.52g PS R.FAC. SPACING 24.0" REF PIGGYBACK DATE 06/25/99 DRVG PIGBACKB0699 - ENG DLJ /KAR H I B -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for ,HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES © Itis the resoonsibilitvofthe installer (builder. building contractor. licensed contractor. erectororerection contractor) toproperlyreceive, unload. store. handle. install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood 8' -10' 8' -10' I TRUSS STORAGE Frame 1 efefail Poll en$04i n evere TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833-5900 truss industry, but must, due to the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright It by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. ild be connected togeth ir? es gn dra nt ng nor to,ins mil lull I'm Top chords that are laterally braced can buckle togetherand cause collapse if there isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purllns are attached to the topside of the top chord. Continuous Top Chord Lateral Brace Required Up to 24' Over 24' - 42' Over 42' - 54' Over 54' 3/12 3/12 3/12 PACING, 8' 7' 6' G (DE rus� SP /DF SPF /HF ! 17 10 6 12 6 4 See a registered professiona engineer DO Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF- Spruce -Pine - Fir -OF- PLUME ; INST ON TOLE RA N Frame: 6 ,, esser of L/200 or 2" L(in) e • All lateral braces lapped at least 2 trusses. BOW LLA ION TOLERANCES. Lesser of L/200 or r L/200 L(ft) 200" 250" 1" 1 -1/4" 1 -1 /2' 16.7' 20.8' 25.0' Job :(01083002) BARRY UNIVERSITY - STUDENT RES / HGBIA TOP CHORD 2x6 SP #2 BOT CHORD 2x6 SP #2 WEBS 2x4 SP #3 :Lt Wedge 2x4 SP #3: #1 HIP SUPPORTS 8 -0 -0 JACKS W/2 PANEL TC AND NO END VERT. Rv..2540# MARTINEZ TRUSS CO., INC. 9280 N.W. South River Or. Medieti, FL 33166 (305)' 883 -6261 8' 14'4 "11 8' U ®1552# W =8 "5 12' DESC. - HGBIA PLT. TYP.- WAVE_TPI95 TPI(STO) 868# 22'4 "11 14•4 "11 110 MPH WINO, 28.61 FT MEAN HGT, RSCE 7 -93, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, 1 MI FROM COAST, CRT I, EXP C, WIND TC DL -5.0 PSF, WIND BC OL -5.0 PSF. CFO #3 OR BETTER SCAB BRACE. SAME SIZE & BOX LENGTH OF WEB MEMBER. ATTACH WITH 10d NAILS 0 6" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LORD. 10'4 "11 OTY= 1 TOTAL= 1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT R =2687# * *WRRNING ** TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), IUBLISHED MY TPI (TRUSS PLATE PRIOR TO INDICATED PROPERLY ATTACHED STRUCTURRL PANELS AND BOTTOM CHORD SHRLL HAVE B PROPERLY ATTACHED RIGIE CEILING. * *IMPORTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTRLLRTION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR RNY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMRNCE WITH TP1: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH API�'LICABL PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PRPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 200A RSTM A653 GRRO GALV. STEEL EXCEPT RS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 01 THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 R -Z. THE SERL ON THIS DRAWING INDICATES ACCEPTANCE ?F PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY RNO USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING 0 _ N U =1642# SED = 62603 REV. 19.5d SCALE = 0.2500 TC LL TC DL BC OL BC LL TOT.LD. DUR.FAC. SPACING 30.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 55.0 PSF 1.33 see above REF DATE 03 -14 -2002 DRWG 0/A LEN. 220411 TYPE I•M Job :C01083002) BARRY UNIVERSITY - STUDENT RES / MH101 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 (R] 1x4 #3 OR BETTER "T" BRACE. 807 LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS 8 RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. 6" C]C. m 442X4 (A1) I 5 1 4 Rv =1341# 1'4" 1'4' 6 1'4 1'4' DESC. = MH101 PLT. TYP.- WAVE_TPI95 5'2" 3'10" W2 X4 W3X4 21'11 "9 W3X4 W3 4 12 W5X6 U =979# W =8" 10' 10' 10' 8 15. 12' TPI (STD) 4 1 0' 1 0" W4X8 W3 22'11 "9 16'5 "13 6'5 "12 16'5 "13 6'5 "12 22'11 "9 12'11 "9 W3X6 BC2 OTY= 1 TOTAL= 1 110 MPH WIND, 51.07 FT MEAN HGT ASCE 7 -93, CLOSED BLDG NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 1 MI FROM COAST, CRT I, EXP C, WIND TC DL =5.0 PSF, WIND BC OL =5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LORD. 22'9 "9 22'11 "9 6 3 "12 22'9 "9 22'11 "9 6'3"12 10'11 "9 W3X 2" W5X6 (1 22'11 "9 2 " R =1185# U =880# SEO = 62437 REV. 19.50 SCALE =0.2500 .MRRTINEZ TRUSS CO., INC. 9280 N.N. South River Or. Medley, FL 33166 1305T 883-6261 * *WARNING ** TRUSSES REOUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING AND BRACING. REFER TO HIB -91 (HRNOLING INSTALLING FIND BRACING) PUBLISHED BY TPI (TRUSS PLATE PRIOR TOSPERFORMING3THESE SUITE OTHERWISE MADISON, INOICRTE09) TOP FOR CHORO SHALL S HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HRVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHRLL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS RRE MADE OF 200A ASTM A653 GR40 GRLV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO ERCH FACE OF TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 R -Z. THE SEAL ON THIS DRAWING •INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY RND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBI ITY OF THE BUILDING DESIGNER, PER ANSI /TPI 1 - 1995 SECTION 2 l TC LL TC DL BC DL BC LL TOT.LD 30.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 55.0 PSF DUR . FRC . 1.33 SPACING 24.0" REF DATE 03 -13 -2002 DRWG 0/A LEN. 221109 TYPE htpm Job :(01083002) BARRY UNIVERSITY - STUDENT RES / MH121 TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 (Al 1x4 #3 OR BETTER "T" BRRCE. 807 LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS 0 RIGHT ENO VERTICAL NOT EXPOSED TO WIND PRESSURE. 6" BC. Rv °1372# 1'4" 1 '4" .MARTINEZ TRUSS CO., INC. 9280 N.M. South River Or. Medley, FL 33166 (305T 883 -6281 6'2" 4'10" 12' 12' 12' 5'10" W4 W3 (A) 6 )( 1'4 1'4" U»996# W =8" 12 4 p W5X6 12' 10 14' W4X8 W3 22 23'6 "7 17'9 "4 17'9 "4 5'9 "3 5'9 "3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LORD. 23'6 "7 11'6 "7 110 MPH WIND, 51.40 FT MEAN HGT ASCE 7 -93, CLOSED BLOC NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 1 MI FROM COAST, CAT I, EXP C, WINO BLDG, OL =5.0 PSF, WIND BC DL =5.0 PSF. W3X6 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 9'6 "7 OTY= 1 TOTAL= 1 23'6 "7 5'9 "3 W DESC. = MH121 PLT. TYP.- WAVE_TPI95 TPI(STD) .WARNING•+ TRUSSES REOUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED by TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO OR., SUITE 200, MADISON, WI. 537191 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHRLL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORO SHALL HAVE A PROPERLY ATTACHED RIGIC CEILING. +'•IMPORTANT+:• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHRLL NOT BE RESPONSIBLE FOR RNY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HRNDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH API'LICA PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE RMERICRN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 200A ASTM A653 GR90 GRLV. STEE EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FRCE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 R -Z. THE SEAL ON THIS ORRWING INDICATES RCCEPTRNCE OF PROFESSIONRL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR RNY PARTICULAR BUILDING I T, - E PT I TF 4 , . /TP 23'6 7 W5X6(0) " 23'6 "7 5'9 "3 W3 ,- R =1217# U =909# SED = 62447 REV. 19.5d SCALE = 0.2500 TC LL 30.0 PSF REF TC DL 15.0 PSF DATE 03-13-2002 BC DL 10.0 PSF DRWG BC LL 0 • 0 PSF TOT.LD. 55.0 PSF 0/A LEN. 230607 DUR.FAC. 1.33 SPACING 24.0" TYPE hi M Job: (01083002) BARRY UNIVERSITY - STUDENT RES / MH141 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N :TC1 2x4 SP #2: BOT CHORD 2x4 SP 42 N :BC2 2x4 SP #2: WEBS 2x4 SP #3 (R) 2x4 43 OR BETTER "T" BRACE. 80 7 LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS 0 6" OC. 1 '4" 1'4" 1'4" OESC. = MH141 PLT. TYP.- WAVE_TPI95 7'2" 5'10" 5'10 Rv °1391# U =1025# W "8" 12' 12' 14' 14' 14' 6'10" 6'10 W3X4 W3X8 23'1 "5 24'1"5 19'0 "11 5'0 "11 TPI CSTO) OTY= 1 TOTAL= 1 110 MPH WIND, 51.74 FT MEAN HGT, RSCE 7 -93, CLOSED BLDG NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 1 MI FROM COAST, CRT I, EXP C, WIND TC OL =5.0 PSF, WIND BC DL =5.0 PSF. (8) 1x4 #3 OR BETTER "T" BRACE. 807 LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS 6" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 12'1"5 24'1 "5 10'1 "5 23'11 "5 24'1"5 4'10 "11 2" R =1249# U =925# SE0 = 62456 REV. 19.5a SCALE =0.2500 MARTINEZ TRUSS CO., INC. 9280 N.V. South River Dr. Medle , FL 33166 (3O9)' 883 -6281 * *WARNING ** TRUSSES REQUIRE EXTREME CARE IN FABRICATING HRNOLING SHIPPING INSTALLING AND BRACING. REFER TO HIB - 91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO OR. , SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES SHALL PRIOR TO THEE PROPERLY ATTACHED PERFORMING AND UNLESS BOTTOM ATTACHED HAVE CEILING. **IMPORTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FRILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING HANDLING, SHIPPING, INSTALLING RND BRACING OF TRUSSES. DESIGN CONFORMS WITH APISLICAB PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANO TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GRgO GALV. STEEL EXCEPT AS NOTED. RPPLY CONNECTORS TO EACH FACE OF TRUSS RND UNLESS OTHERWISE LOCATED Drs THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 R -7. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING OESIGNER PER ANSI /TPI 1-1595 SECTION 2 TC LL TC DL BC DL BC LL TOT.LD 30. PSF 15.0 PSF 10.0 PSF 0.0 PSF 55.0 PSF DUR.FRC. 1.33 SPACING 24.0" REF DATE 03-13 -2002 DRWG 0/A LEN. 240105 TYPE h i pm Job :(01083002) BARRY UNIVERSITY - STUDENT RES / MH161 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2,0 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LORD. 1' 4" 5'6 "11 4 4'2 "1 1 1 Rv =1423# U .-1051# W .-8" 12' OESC. = MH161 PLT. TYP.-WAVE_TPI95 TPI(STD) 16' 16 "5 5'2 "11 16' 5'2 "11 1' 6'10" 12' 7'10" 24'8 "3 8'6 "3 2 24'8 "3 4'4 "2 12'8 "3 OTY= 1 TOTAL= 1 110 MPH WIND, 52.07 FT MEAN HGT, ASCE 7 -93, CLOSED BLDG NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 1 MI FROM COAST, CAT I, EXP C, WIND 1'C DL =5.0 PSF, WIND BC DL =5.0 PSF. (A) 1x4 #3 OR BETTER. "T" BRACE. 807 LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS 0 6" OC. 24'8 "3 20'4"2 8'8"3 24'6"3 4'2 "2 24'8 "3 2" R =1280# U =939# SE0 = 62461 REV. 19.5o SCALE - 0.2500 .MRRTINEZ TRUSS CO., INC. 9280 N.W. South River Dr. Medley, FL 33168 (305T 883 -6261 * *WARNING ** TRUSSES REOUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING, INSTALLING AND BRACING. REFER TO H(B -91 (HANDLING INSTRLLING AND BRACING) IUBLISHED BY TPI (TRUSS INSTITUTE, PLATE PRIOR TOPERFORING FUNCTIONS. OTHERWISE�INDICATED, TOP TSHALL PRACTICES HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGIC CEILING. • *IMPORTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH RPPLICA PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GR RSTM R653 GR40 GALV. STEEL EXCEPT RS NOTED. APPLY CONNECTORS TO ERCH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICRTES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING S TH_ '__P. ITY t � S ._' . 'N TP • -1 TC LL TC OL BC DL BC LL TOT.LD. 30.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 55.0 PSF DUR . FAC . 1.33 SPACING 24.0" REF DATE 03 -13 -2002 DRWG 0/A LEN. 240803 TYPE h i • m Job.:(01083002) BARRY UNIVERSITY - STUDENT RES / MH181 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHOR0-2x4 SP #2 N :TC3 2x4 SP #2: BOT.CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :Lt Nailer SP Ripped: W1.5X4 W1 5X4 W1.5X4 1'5'19 1 PLT. TYP.- WAVVE_TPI95 W(6 7'6' 7'6' Rv =1320# U =962# W -8" W3X4 W3X4 12' 12' 15' 5' 4 12 W3X4 W3X4 22'3 "1 15' 7 6 22'3 "1 15' 5' W4X8 TPI (STD) OTY= 1 TOTAL 1 110 MPH WINO, 52.74 FT MEAN HGT RSCE 7 -93, CLOSED BLDG NOT LOCATED WITHIN 4.50 FT FROM R00F EDGE, 1 MI FROM COAST, CRT I, EXP C, WINO BLDG, OL5.0 PSF, WIND BC DL-5.0 PSF. (A) 1x4 #3 OR BETTER "T" BRACE. 807 LENGTH OF WEB MEMBER. ATTACH WITH Bd NAILS 0 6" OC. 22'3 "1 22'3"1 7•3"1 10'3 "1 22'3 "1 7'3 "1 W5X6 (0) W6 (0 R'1222# Um900# SEO = 62475 REV. 19.5d SCALE =0.2500 MRRTINEZ TRUSS CO., INC. 8280 N.V. South River Dr. Medley, FL 33186 (305T 683 -6261 * *WARNING ** TRUSSES REOUIRE EXTREME CRRE IN FABRICATING HANDLING SHIPPING INSTALLING BRACING. AND PLATEINSTITUTE , T (HANDLING INSTALLING 583 0'ONOFRIOOR., SUITE200, MROISON,�WR. 53719) PUBLISHED FOR SAFETY (TRUSS TY PRRCTICESSHALL PROPERLY ATTACHED PERFORMING AND A ATTACHED HAVE CEILING. ..IMPORTANT.. FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR RNY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANOLING, SHIPPING, INSTRLLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLIC PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICRTION PUBLISHED BY THE AMERICAN FOREST AN D PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GR ASTM A653 GR40 GALV. STEEL EXCEPT RS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 R -Z. THE SEAL ON THOS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI' /TAI 1-1995 SECTION 2 1 U � TC LL TC DL BC DL BC LL TOT.LD. 30.0 PSF 15.0 PSF 10. PSF 0.0 PSF 55.0 PSF DUR . FAC . 1.33 SPACING 24.0" REF DATE 03 -13 -2002 DRWG 0/R LEN. 220301 TYPE h i pm Job: (01083002) BARRY UNIVERSITY - STUDENT RES / MH2O1 TOP CHORD 2x4 SP #2 N BUT CHOR'D 2x4 SP #2 N WEBS 2x4 SP #3 :Lt Noiler SP Ripped: DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LORD. b 1 W1.5 WI 5X4 4 I'S'IS Rv °1352# Wn6 1. MRRTINEZ TRUSS CO., INC. 9250 N.V. South River Or. Medial. FL 33168 (3057883 -6281 8'8" 5'8" X4 12 4 p W3X4 W3X4 22'9 "15 �1 ID U =981# W =8" 8'6" 8'6" DESC. = MH2O1 PLT. TYP.- WAVE_TPI95 TPI(STO) 12' 12' 17' 5'8" 22'9 "15 17' 8'6" 17' 22'9"1 22'9 "15 5'8" W4X8 BC2 22'9 "15 10'9 "15 OTY= 1 TOTAL= 1 * *WARNING ** TRUSSES REOUIRE EXTREME CARE IN FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB -91 (HRNOLING INSTALLING AND BRACING) PUBLISHED BY TPI (TRUSS PRIOR INSTITUTE, OPERFORM 583 PERFORMING THESE FUNCTIONS SUITE 200, MADISON, OTHERWISE INDICATED, FOR ED, TOPC SAFETY ORDSHAH PRACTICES E PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGIC CEILING. * *IMPORTRNT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLRTION CONTRRCTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: RNY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HRNOLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APFLICRB PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA RSTM R653 GRgO GRLV. STEEL EXCEPT RS NOTED. RPPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION CONNECTORS PER DRAWINGS 1S0 A -Z. THE SEAL ON THIS DRAWING INDICRTES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR RNY PARTICULAR BUILDING TH R P' IF T L B_ I 1 I •_ L' ANS / - ON THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 110 MPH WINO, 53.07 FT MEAN HGT, RSCE 7 -93, CLOSED BLDG NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 1 MI FROM COAST, CRT I, EXP C, WIND BLDG, DL =5.0 PSF, WIND BC DL-5.0 PSF. CR) 1x4 #3 OR BETTER "T" BRACE. 807 LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS 6" OC. 22'9 " - 15 5'7 "15 22'7 "15 5'7 "15 W3X 2" W6 W5X6 eN) 22'9 "15 2 R =12544 U =955# SEO = 62473 REV. 19.5o SCALE = 0.2500 TC LL TC DL BC DL BC LL TOT.LD. 30.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 55.0. PSF DUR.FRC. 1.33 SPACING 24.0" REF DATE 03 -13 -2002 DRWG 0/A LEN. 220915 TYPE I•M Job:(01083002) BARRY UNIVERSITY- STUDENT RES / H221A THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :Lt Nailer SP Ripped: DEFLECTION MEETS L/360 LIVE ANO L/240 TOTAL LORD. o) 1 W1.5X4 W1.5X4 1'S "I9 Rv =1383# Wn6 6'4" 6'4" U =998# W =8" 9'6" 9'6" 12' DESC. = H221A PLT. TYP.- WAVE_TPI95 TPI(STD) 12 12 4 p W3X4 19' 23'4" 23'4 "14 M 19' 2F2 14 23 41' yy 14 6'4" _ 6'4" 4'2 "13 2 1� W3X4 W3X4 23'4 "14 23'4 "14 19• 9'6" 110 MPH WIND, 53.41 FT MEAN HGT RSCE 7 -93, CLOSED BLDG NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 1 MI FROM COAST, CAT I, EXP C, WIND TC DL-5.0 PSF, WIND BC DL =5.0 PSF. (R) CONTINUOUS LATERAL BRACING EOURLLY SPACED ON MEMBER. W4X8 23'4 "14. 3X6 11'4 "14 OTY= 1 TOTAL= 1 W6 ' 01 W X) 23'2 "14 23'4 "14 4'2 "13 2" R =1279# U =1012# SEO = 62480 REV. 19.5o SCALE = 0.2500 - MRRTINEZ TRUSS CO., INC. 9280 N.W. South River Or. Medley, FL 33166 MOST 883-6261 * *WARNING ** TRUSSES REOUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING ANO BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING) PUBLISHED 8Y TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO OR. SUITE 200, MADISON, WI. 53719) FOR 53719) PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORO SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHQRD SHALL HAVE A PROPERLY ATTACHED RIGIC CEILING. * *IMPORTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR RNY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APISLICAB PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST RNO PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 200A ASTM A653 GR40 GRLV. STEE_ EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS RNO UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATE£ ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI /TPI 1 -1995 SECTION 2. TC LL TC DL BC DL BC LL TOT.L0 30.0 PSF 15. PSF 10.0 PSF 0 . 0 PSF 55. PSF DUR . FAC . 1.33 SPACING 24.0" REF DATE 03 - 13 - 2002 DRWG 0/A LEN. 230414 TYPE mono Job :(01083002) BARRY UNIVERSITY - STUDENT RES / H241 THIS OWG. PREPRREO BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHOR0,2x4 SP #2 N :TC1 2x4 SP #2: BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :Lt Nailer SP Ripped: Rva1415# DESC. = H241 PLT. TYP.- WAVE_TPI95 U ..992# W-8" 21' 7'0 "11 1P "5 TPI (STD) 12' W3X4 W3X4 23'11 "12 14'1 "5 21'2" 7'0"11 12' 7'0 "I! 7 23 Q 11 2'7 "12 23'11 "12 11 11 "12 QTY= 1 TOTAL= 1 110 MPH WINO, 53.74 FT MEAN HGT RSCE 7 -93, CLOSED BLDG NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 1 MI FROM COAST, CAT 1, EXP C, WIND BLDG, OL =5.0 PSF, WINO BC DL =5.0 PSF. (R)'CONTINUOUS LATERAL BRACING EOURLLY SPACED ON MEMBER. 21'423'1123211 "12 4 " 23 Pl "12 W5X6(n) 23'9 "22'11 "12 2" R - 1317# U - 1022# SE0 = 62487 REV. 19.5o SCALE =0.2500 MARTINEZ TRUSS CO., INC. 9280 N.W. South River Dr. Medley, FL 33166 [3051 883 -6261 * *WARNING ** TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING AND BRACING. PLATE TO INSTITUTE, 583D'ONOFRIO DR., SUITE N 200,IIADISON, � WI. 5379)) S FORSRFE PRR (TRUSS, PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY RTTACHEO STRUCTURRL PRNELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGIC CEILING. ...IMPORTANT.* FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. RLPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING HANDLING, SHIPPING, INSTALLING RND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICRTION PUBLISHED BY THE RMERICRN FOREST AND PAPER ASSOCIRTION) RND TPI. ALPINE CONNECTORS ARE MADE OF 200R RSTM A653 GR40 GALV. STEEL EXCEPT RS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS RNO UNLESS OTHERWISE LOCATED Oh THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 R -Z. THE SEAL ON THIS DRAWING INDICATES RCCEPTRNCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI /TPI 1 -1995 SECTION 2 TC LL TC DL BC DL BC LL TOT.LD. DUR.FRC. 30.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 55. PSF 1. 33 REF DATE 03 -13 -2002 DRWG 0/8 LEN. 231112 SPACING 24.0" TYPE mono Job:(01083002) BARRY UNIVERSITY- STUDENT RES / G1A THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N :TC1 2x4 SP #2: BOT CHORD 2x6 SP SS :BC2 2x6 SP #1: WEBS 2x4 SP #3 :W8, W10, W11, W12, W13 2x6 SP #2: :W9 2x4 SP #2 N: :Lt,Slider 2x4 SP #2 N: BLOCK LENGTH = 2.500' SPECIAL LOADS (LUMBER DUR.FRC. 1.33 / PLATE DUR.FRC. =1.33) TC - From 45 PLF at 0.00 to 45 PLF of 24.00 BC - From 20 PLF at 0.00 to 20 PLF at 7.33 BC - From 670 PLF at 7.33 to 670 PLF at 24.00 BC - 2690 LB Cono. Load at 7.33 DEFLECTION MEETS L /360 LIVE AND L/240 TOTAL LOAD. m r . Rv =6328# U =3415# DESC. = CIA PLT. TYP.- WAVE_TPI 4 "1 4'10 "1 7'4" W =8"5 7'3 "14 2'5 "13 95 TPI (STD) 2690# 21'6 "13 10'9 "1 21'6 "13 14'4"2 3'5"3 3'7 "1 17'11 "3 16'8" NAILING SCHEDULE: (16d_oommon_noils) TOP CHORD: 1 ROW 0 12" o.c. BOT CHORD: 1 ROW 0 5" o.o. WEBS : 1 ROW. 0 4" 0.0. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID, SPLITTING. ** *LORDING ON THIS TRUSS CALCULATED BY JOB - OESIGNER, AND FABRICATOR* ** 110 MPH WIND, 31.07 FT MEAN HGT, ASCE 7 -93, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 1 MI FROM COAST, CAT I, EXP C, WINO TC DL =5.0 PSF, WIND BC DL-5.0 PSF. W4X8 �, 3.85 p WSX6 WSX6 12 W3X6 3 � W 10 6X10(Ell W3X6 slq 12 12 24' 2 Complete Trusses Required 21'6 "13 2 24 3'7 "10 2'5" HS816 W1 5X4 Rv =8757# QTY= 1 PLIES= 2 TOTAL= 2 13 N (0 Ug4830# W ■I'4" MODIFIED BY TRUSS SEO = 11777 REV. 19.5d SCALE = 0.2500 MARTINEZ TRUSS CO., INC 9280 N.Y. South R1ver Or. MedIeq, FL 33168 (3057 983 -6261 ■•WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING AND BRACING. REFER TO HIB -9I (HANDLING INSTALLING ANG BRACING), PUBLISHED BY TPI (TRUSS PRI R TO FUNCTIONS. INDICATED )TOP FOR CHORDTSHALLCHAVES PROPERLY ATTACHED STRUCTURAL PRNELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGIE CEILING. * *IMPORTANT ** FURNISH A COPY OF THIS OESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FRILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NRTIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND • PAPER ASSOCIATION) RND TPI. ALPINE CONNECTORS ARE MADE OF 20GA RSTM A653 GM GRLV. STEEL EXCEPT RS NOTED. RPPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION CONNECTORS PER DRAWINGS ISO A -Z. THE SEAL ON THIS DRAWING INOICRTES RCCEPTRNCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING T :L PON TY ! B 1 • S - P AN /TP - T IN TC LL TC DL BC DL BC LL TOT.LD. 30.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 55.0 PSF DUR.FAC. 1.33 REF DATE 03 -13 -2002 DRWG 0/8 LEN. 24 SPACING see above TYPE come Job:(01083002) BARRY UNIVERSITY - STUDENT RES / TIA TOP CHORO 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :Lt Nailer SP Ripped: (R)'CONTINUOUS LATERAL BRACING EOUALLY SPACED ON MEMBER. Rvm1434# Fel DESC. = T1A PLT. TYP.- WAVE_TPI95 MARTINEZ TRUSS CO., INC. 9280 N.W. South River Dr. Medley, FL 33168 (305T 883 -6281 7'0 "11 U 985# W =8" TPI (STO) 12' 21'2" N:1 24'4" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 110 MPH WINO, 43.52 FT MEAN HGT, ASCE 7 -93, CLOSED BLDG NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 1 MI FROM COAST, CAT I, EXP C, WINO BLDG, OL =5.0 PSF, WIND BC DL =5.0 PSF. RIGHT ENO VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/380 LIVE AND L/240 TOTAL LORD. 21'2" 12'4" OTY= 1 TOTAL= 1 + +WARNING++ TRUSSES REOUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING AND BRACING. REFER TO HIB - 91 (HANDLING INSTRLLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO DR. SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PRNELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGIC CEILING. "IMPORTANT *. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS _ DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FRBRICRTING HANDLING, SHIPPING, INSTRLLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICRTION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) RND TPI. ALPINE CONNECTORS RRE MADE OF 200R ASTM A653 GR40 GALV. STEEL EXCEPT RS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED On THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY RNO USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING S TH PON _ T SING 1 S N_ P N I/ P_ 1N 2 24'4" Rv..1336# U =1003# W =8" " SEO = 62491 REV. 19.5d SCALE = 0.2500 TC LL TC DL BC DL BC LL TOT.LD. DUR.FRC. SPACING 30.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 55.0 PSF 1.33 24.0" REF DATE 03 -13 -2002 DRWG 0/A LEN. TYPE s. ec 240400 Job: (01083002) BRRRY UNIVERSITY - STUDENT RES / TIB THIS DWG. PREPARED FROM COMPUTER INPUT (LORDS & DIMENSIONS)SUBMITTED BY TRUSS MFR. TOP CHORD 2x6 SP #2 BOT CHORD 2x6 SP #2 WEBS 2x4 SP #3 110 MPH WIND, 31.61 FT MEAN HGT RSCE 7 -93, CLOSED BLDG NOT LOCATED WITHIN G.50 FT FROM ROOF EDGE, 1 MI FROM COAST, CAT I, EXP C, WIND TC DL =5.0 PSF, WIND BC DL =5.0 PSF. (R)„CONTINUOUS LATERAL BRACING EOURLLY SPACED ON MEMBER. ROOF OVERHANG /CANTILEVER SUPPORTS 2.00 PSF SOFFIT LORD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5'11 "8 5'11 "8 Rv -2422# U =1395# W =8" 12' 13'6 7 21' 7 "4 21'2" 7'7 "4 W3X 10 21'4" 4 42'4" 28'9 "4 7 7 4 42'4" 7 7"4 42'4 5'11 "8 Rv =2422# (J1395# W =8" DESC. TIB SEO = 62337 PLT. TYP.- WAVE_TPI95 TPI(STD) QTY= 1 TOTAL= 1 REV. 19.5d SCALE = 0.1667 .MARTINEZ TRUSS CO., INC. 9280 N.V. South River Or. Medley, FL 33166 (3057 883 "WARNING ** TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING AND BRRCING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHRLL HAVE PROPERLY ATTACHED STRUCTURAL PRNELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGIC CEILING. ++IMPORTANT*• FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. RLPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR RNY DEVIATION FROM THIS DESIGN: RNY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FRBRICATING HANDLING, SHIPPING, INSTALLING RND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PRPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MROE OF 20GA ASTM R653 GR4O GRLV. STEEL EXCEPT RS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 R -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTRNCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SU(TRBILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIMITY OF THE BUILDING DESIGNER. PER RNSI /TPI 1 -1955 SECTION 2. TC LL 30.0 PSF TC DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT . LO . 55.0 PSF DUR . FAC . 1.33 SPACING 24.0" REF DATE 03 -13 -2002 DRWG 0/A LEN. 450400 TYPE comn Job:(01083002) BARRY UNIVERSITY - STUDENT RES / HG81 TOP CHORD 2x6 SP #2 BOT CHORD 2x6 SP #1 :BC2, BC3 2x6 SP SS: WEBS 2x4 SP #3 :W3, W13 2x4 SP #2 N: :Lt Wedge 2x6 SP #2::Rt Wedge 2x6 SP #2: 110'MPH WINO, 28.61 FT MEAN HGT, ASCE 7 -93 CLOSED BLDG, LOCATED ANYWHERE IN ROOF, 1 MI FROM COAST, CAT I, EXP C, WIND TC OL =5.0 PSF, WINO BC DL =5.0 PSF. #1 HIP SUPPORTS 8 -0 -0 JACKS W/2 PANEL TC AND NO END VERT. CALCULATED VERTICAL DEFLECTION IS 1.15" DUE TO LIVE LOAD AND 0.96" DUE TO DEAD LOAD AT X 24 -2-0. Rv =5686# 9 " 1 5 " 1 W1.5X4 W � W8 W s XR W3X R 3'I„i9 W4X1D 44/1I^n`I�_��F� 8' DESC. = HG81 PLT. TYP.- WAVE_TPI95 TPI(STD) * *WARNING ** TRUSSES REOUIRE EXTREME CARE IN FABRICATING , WI. SHIPPING INSTALLING P 583 SUITE N 200, MRDISON, 537191 FOR PRACTICES PRIOR TO PERFORMI THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHRLL HA PROP ATTACHED STRUCTURRL PANELS RN0 BOTTOM CHORD SHRLL HAVE A PROPERLY ATTRCHED RIGIC CEILING. * *IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTRLLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY OEVIRTION FROM THIS DESIGN: RNY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FRBRICRTING HRNOLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH RPPLICR LE PROVISIONS OF NOS (NRTIONRL DESIGN SPECIFICATION PUBLISHED BY THE RMERICRN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MAOE OF 20GA ASTM A653 GR40 GRLV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 R -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULRR BUILDING �F T. MARTINEZ TRUSS CO., INC 9280 N.W. South River Or. Medley, FL 33168 (305T 883 -6261 8' 4 "2 8' 8' 13'5 "13 18'99 "15 24'2" 29'6 t9 34'10 "3 40'4" 48'4" 8' 12' 5'5"13 5'2214" 5'4 "1 5'4 "136'4 „5'4 "1 5'5"13 48'4 " 12' 10'4" 14' 12' 48'4" 868# U=3242# W =8” • 13'5 "13 18'9 "15 40'4" 24'2 " 32'4 29'6"1 32'4" 34'10 "3 THIS DWG. PREPARED FROM COMPUTER INPUT (LORDS & DIMENSIONS)SUBMITTED BY TRUSS MFR. 2 Complete Trusses Required 1 NAILING SCHEDULE: (16d_commonscils) TOP CHORD: 1 ROW 0 12" o.c. BOT CHORD: 1 ROW 0 12" o.o. WEBS : 1 ROW 0 4" c.o. USE EOURL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. CALCULATED HORIZONTAL DEFLECTION IS 0.17" DUE TO LIVE LOAD AND 0.14" DUE TO DEAD LORD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LORD. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING ANO INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. 48'4" 40'4" 43'9 "14 48'4" 3'5 "14 4 p�� 5'5 "13 5' 1 5'4 "1 5' 3 3'5 "14 4 W6X8 _ W1 5 4 W3XR TC2 W X12 W1 W3X8 6(R1)t 4XjD -1 I •W 3X10 4 W1 4 5J(4 �� W 6X8 868# Rv =5686# OTY= 1 PLIES= 2 TOTAL= 8' -0-0 U =3242# W =8" 2 REV. TC LL �TC DL / / _cz�BC DL t BC LL SE0 = 62271 19.5d SCALE = 0.1250 30.0 PSF REF 15.0 PSF DATE 03-13-2002 10.0 PSF ORWG 0.0 PSF TOT.LD. 55.0 PSF 0/8 LEN. 480400 DUR.FRC. 1.33 SPACING see above TYPE i.s Job: (01083002) BARRY UNIVERSITY - STUDENT RES / H101 H121 H141 TOP CHORD 2x6 SP #2 BOT CHORD 2x6 SP #2 :BC2, BC3 2x6 SP #1: WEBS 2x4 SP #3 :Lt Wedge 2x6 SP #2::Rt Wedge 2x6 SP #2: DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LORD. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. 3'9 Rv =2646# " lq 5%q i W4Xi0W- WSX6 G 4 43 . W3X4 24'2" 12' U =1496# W =8" DESC. = H101 H121 H141 PLT. TYP.- WAVE_TPI95 TPI(STD) •MRRTINEZ TRUSS CO., INC. 9280 N.W. South River Or. Medley, FL 33168 (305T 883 -6261 17'1" 7'1" 22'4" 7'1" 10'4" 38'4" 24'2" 28'4" 31'3" 48'4" 38'4" 31'3" 38'4" 7'1;6'4" 7'1" 14' OTY= 3 TOTAL= 3 * *WARNING ** TRUSSES REQUIRE EXTREME CARE IN FABRICATING HflNOLING SHIPPING INSTALLING RNO BRRCING. REFER TO HIB -91 (HANDLING INSTALLING AND'8RRCING) PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO OR., SUITE 200, MRDISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGIC CEILING. * *IMPORTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR RNY OEVIRTION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH API'LICRBL PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICRTION PUBLISHED BY THE RMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 200A RSTM R653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 R -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTRNCE DESIGN, PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILOING T F. 0 1 * N R -, - - T *N THIS DWG. PREPARED FROM COMPUTER INPUT (LORDS & DIMENSIONS)SUBMITTED BY TRUSS MFR. 110 MPH WIND, 28.95 FT MEAN HGT, RSCE 7 -93, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, 1. MI FROM COAST, CRT I, EXP C, WINO TC OL =5.0 PSF, WIND BC DL-5.0 PSF. (A) lx4 #3 OR BETTER "T" BRACE. 807 LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS 8 6" OC. CALCULATED VERTICAL DEFLECTION'IS 0.76" DUE TO LIVE LORD AND 0.63" DUE TO DEAD LORD AT X m 24 -2 -0. 48'4" 42'7 "14 48'4" 5'8 "2 48'4" 48' 4 12' Rv =2646# U =1496# W-8 SEO = 62304 REV. 19.5d SCALE = 0.1250 TC LL TC DL BC DL BC LL TOT.LO. 30.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 55.0 PSF DUR . FAC . 1.33 SPACING 24.0" REF DATE 03 -13 -2002 DRWG 0/A LEN. 480400 TYPE Flt • S Job:(01083002) BARRY UNIVERSITY - STUDENT RES / H16 H18 H2O THIS DWG. PREPARED FROM COMPUTER INPUT (LORDS & OIMENSIONS)SUBMITTED BY TRUSS MFR. TOP CHORD 2x6 SP #2 110 MPH WIND ) 30.28 FT MERN HGT, RSCE 7-93, CLOSED BLDG NOT LOCRTED WITHIN 6.50 B0T CHORD 2x6 SP #2 FT FROM ROOF EDGE, 1 MI FROM COAST, � ST, CRT I,EXP C, WIND TC DL-5.0 PSF, WIND BC WEBS 2x4 SP #3 :W2, W12 2x4 SP #2 N: DL =5.0 PSF. (A) 1x4 #3 OR BETTER "T" BRACE. 807 LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS 0 ROOF OVERHANG /CANTILEVER SUPPORTS 2.00 PSF SOFFIT LORD. 6" C. 13' 29'4" DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 42'4" 5'8 "2 5'8 "2 12 Rv =2422# U "1388# W =8" 13' DESC. = H16 H18 H2O PLT. TYP.- WAVE_TPI95 TPI(STD) 13' 7'3 "14 21'2" 8'2" 16'4" 29'4" 8'2" OTY= 3 TOTAL= 3 36'7 "14 7'3"14 1 11 8'4" 12' 11 42'4" 42'4" 5'8 "2 Rv =2422# U=1388# W =8" SEO = 62320 REV. 19.5d SCALE = 0.1667 MRRTINEZ TRUSS CO., INC. 9280 N.V. South Rtver Or. Medte , FL 33166 MOST 883 -6261 * *WARNING ** TRUSSES REOUIRE EXTREME CARE IN FABRICRTING, HANDLING SHIPPING INSTALLING AND BRACING. REFER TO HIB -S1 (HANDLING INSTALLING AND BRACING) PUBLISHED BY TPI (TRUSS INSTITUTE, PLRTE PRIOR TOPERFORING THESE O FUNCTIONS. SU UNLESS O OTHERWISE INDICATED, TOP R CHORD T SHALL C S HAVE PROPERLY ATTRCHEO STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGIC CEILING. * *IMPORTANT ** FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRPCTOR ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY OEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS RRE MADE OF 20GR ASTM A653 GR40 GALV. STEEL EXCEPT RS NOTED. RPPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0t` THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES RCCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING H ._.PO :I • .1 ; 1 I P R P 5 S V TC LL TC DL BC DL BC LL TOT.LD. 30.0 PSF 15.0 PSF 10.0 PSF 0 . 0 PSF 55.0 PSF DUR. FAC . 1.33 SPACING 24.0" REF DATE 03 -13 -2002 DRWG 0/A LEN. 450400 hi TYPE Job: (01083002) BARRY UNIVERSITY - STUDENT RES / H22 THIS DWG. PREPARED FROM COMPUTER INPUT (LORDS & OIMENSIONS)SUBMITTED BY TRUSS MFR. TOP CHORD 2x6 SP #2 BOT CHORD 2x6 SP #2 WEBS 2x4 SP #3 :W2, W12 2x4 SP #2 N: (0) 1x4 #3 OR BETTER "T" BRACE. 807 LENGTH OF WEB MEMBER. 6" CC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LORD. Rv =2422# U'1397# W =8" DESC. = H22 PLT. TYP.- WAVE_TPI95 TPI(STD) 19' 110 MPH WIND, 31.28 FT MEAN HGT ASCE 7 -93, CLOSED BLOC NOT LOCATED WITHIN 6.50 FT FROM ROOF EOGE, 1 MI FROM COAST, CRT I, EXP C, WINO BLDG, DL -5.0 PSF, WIND BC OL =5.0 PSF. ATTACH WITH 8d NAILS 0 ROOF OVERHANG /CANTILEVER SUPPORTS 2.00 PSF SOFFIT LORD. (Al 2x4 #3 OR BETTER "T" BRACE. 807 LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS 0 6" OC. 23'4" 42'4" 42'4" OTY= 1 TOTAL= 1 i Rv =2422# 11=1397# W =8" SEO = 62323 REV. 19.5d SCALE = 0.1667 ,MRRTINEZ TRUSS CO., INC. 9280 N.W. South River Or. Medley, FL 33166 (305T 883 -6261 * *WARNING•* TRUSSES REOUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING ANO BRACING. REFER TO HIB -9I (HRNDLING INSTRLLING AND BRACING) PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO OR. SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. * *IMPORTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR RNY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTRLLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICR PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE RMERICAN FOREST AND PAPER RSSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GR ASTM A653 GRID GALV. STEEL EXCEPT AS NOTED. RPPLY CONNECTORS TO EACH FACE OF TRUSS RND UNLESS OTHERWISE LOCRTED 01' THIS DESIGN, POSITION CONNECTORS PER ORAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES RCCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING S T SP SIB L TY 1 T 1 N N P /TP -I TC LL TC DL BC DL BC LL TOT.LD. 30.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 55.0 PSF DUR.FAC. 1.33 REF DATE 03-13 -2002 DRWG 0/A LEN. 450400 SPACING 24.0" TYPE i.s Job:(01083002) BARRY UNIVERSITY- STUDENT RES / T1 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)SUBMITTED BY TRUSS MFR. TOP CHORD 2x6 SP #2 B0T CHORD 2x6 SP #2 WEBS 2x4 SP #3 (A),CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. Rv =2422# 5'11 "8 5'11 "8 U =1399# W =8" DESC. = T1 PLT. TYP.- WAVE_TPI95 TPI(STD) 21'2" 13'0'0 7'7 "4 21 I '6 "14 9'9 "12, 11'4 30 "14 12' 9'2" 9'2" '42'4" 110 MPH WIND, 31.64 FT MEAN HGT RSCE 7 -93, CLOSED BLDG NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, 1 MI FROM COAST, CAT I, EXP C, WIND TC DL =S.0 PSF, WIND BC DL =5.0 PSF. ROOF OVERHANG /CANTILEVER SUPPORTS 2.00 PSF SOFFIT LORD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 28'9 "4 7'7 "4 42'4' 2- 36 4 "8 7'7 "4 12' 42'4" 5'11 "8 Rv =2422# U =1399# W =8" SEO = 62331 OTY= 32 TOTAL= 32 REV. 19.5d SCALE =0.1667 .MRRTINEZ TRUSS CO., INC. 9260 N.W. South River Or. Medley, FL 33166 (305) 883 -6261 * *WARNING ** TRUSSES REOUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING RND BRRCING. REFER TO HIB -91 (HANDLING INSTRLLING AND BRACING) PUBLISHED BY TPI (TRUSS PLRTE INSTITUTE, 583 D'ONOFRIO OR., SUITE 200 MADISON, WI. 537191 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE �1 PROPERLY ATTACHED RIGIC CEILING. **IMPORTRNT ** FURNISH A COPY OF THIS OESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR RNY DEVIATION FROM THIS DESIGN: RNY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRRCING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICRTION PUBLISHED BY THE RMERICRN FOREST AND PAPER ASSOCIATION) RND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GRg0 GRLV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES RCCEPTRNCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULRR BUILDING TH T TH i 1 I N: P - N P - T IN TC LL TC DL BC UL BC LL TOT.LD. 30.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 55.0 PSF DUR. FRC . 1.33 SPACING 24.0" REF DATE 03 -13 -2002 DRWG 0/A LEN. 450400 TYPE comn Job: (01083002) BARRY UNIVERSITY- STUDENT RES / G1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N BOT CHOR0 2x6 SP #1 :BC2 2x6 SP #1 Dense: WEBS 2x4 SP #3 :W7 2x6 SP #2: :Lt Slider 2x4 SP #2 N: BLOCK LENGTH = 2.500' SPEtIRL LORDS (LUMBER DUR.FAC. =1.33 / PLATE DUR.FAC. =1.33) TC - From 90 PLF of 0.00 to 90 PLF ot 21.35 BC - From 20 PLF ot 0.00 to 395 PLF ot 15.98 BC - From 20 PLF ot 15.98 to 20 PLF at 21.35 915 0 "14 0 "14 W6X8 (E l l 5'2 "14 W1.5X4 9'11 "2 10'7 "5 W5X6 15'11 "1 5'2 "14 5'4 "7 W5X6 5'4 "7 1 "2 21'4 "4 21'4 "4 5'4 "7 W7X10( W3X4 5'3 "12 5'2 "14 Rv =2676# U =1564# W.8 "5 W3X4 PLT. TYP. WRVE_TPI95 TPI(STD) 10'8"3 5 4 "7 21'4 "4 21'4 "4 3.85 p W5X6 3X4 21'4 "4 16'0 "11 5 4"7 W5X8 11'5 "2 21'5 "2 5 4"7 W1.5X4 OTY= 1 TOTAL= 1 ** *LORDING ON THIS TRUSS CALCULATED BY JOB- DESIGNER, AND MODIFIED BY TRUSS FABRICATOR * ** 110 MPH WIND, 31.04 FT MEAN HGT, ASCE 7 -93, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EOGE, 1 MI FROM COAST, CRT I, EXP C, WINO TC 0L =5.0 PSF, WINO BC 11L =5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. (A) CONTINUOUS LATERAL BRACING EOUALLY SPACED ON MEMBER. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W7 9-9 0 CO 03 CO Rv =2669# Um1560# W -7 "7 SEO = 62432 REV. 19.5d SCALE = 0.2500 + +WARNING ++ TRUSSES REOUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING AND BRACING. REFER TO HIB -9l (HANDLING INSTALLING AND BRACING) PUBLISHED SHIPPING, TPI BY PLATE INSTITUTE, 583 D'ONOFRIO DR. SUITE 200, MADISON, WI. 53701 FOR SAFETY PRRCTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY RTTRCHEO STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY RTTACHED RIGIC ,,CF/'''''''' CEILING. . *IMPORTANT ++ FURNISH A COPY OF THIS DESIGN TO THE INSTRLLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST RNO MRRTINEZ TRUSS CO., INC. PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR GRLV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, NLESS OTHERWISE LOCATED On THIS DESIGN POSITION CONNECTORS PER DRAWINGS I80 A -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE DESIGN, PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING S T :ESP T t O N t R P A TP - r T 5280 N.W. South River Or. Medley, FL 33199 (3053 883 -8261 TC LL TC DL BC DL BC LL TOT.LD. 30.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 55.0 PSF DUR. FAC. 1.33 SPACING see above TYPE REF DATE 03-13 -2002 DRWG 0/R LEN. 210502 comn Job: (01083002) BARRY UNIVERSITY STUDENT RES / MI THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 W2X4 (81) 5'19 1'4 "3 1'4 "3 MRRTINEZ TRUSS CO., INC. 9280 N.V. South River Or. Medley, FL 33168 1305Y 883 -6261 4'0 "14 2'8 "12 12 4 W3X4 Rv =510# U =325# W =8 "5 6'10 "13 7'10 "13 8 •. 1 . •3 6•.10 8'1 "13 7'10 "13 3'9 "14 W2X4 8'1 "13 3" 8'1 "13 W3X4 3" Rv =376# U =282# W =3" DESC. = MI PLT. TYP.- WAVE_TPI95 TPI(STD) QTY= 1 TOTAL= 1 * *WARNING ** TRUSSES REOUIRE EXTREME CRRE IN FRBRICRTING HANDLING SHIPPING INSTALLING RND BRRCING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING) PUBLISHED by TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO OR. SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HRVE PROPERLY ATTACHED STRUCTURAL PANELS ANO BOTTOM CHORD SHALL HRVE A PROPERLY ATTACHED RIGIC CEILING. **IMPORTANT.. FURNISH R COPY OF THIS DESIGN TO THE INSTRLLRTION CONTRRCTOR. RLPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS d OESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING ANO BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE RMERICRN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA RSTM A653 GR4O GALV. STEEL EXCEPT RS NOTED. RPPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTRNCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI /TPI 1-1995 SECTION 2. 110 MPH WIND, 28.64 FT MEAN HGT ASCE 7 -93, CLOSED BLDG NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 1 MI FROM CO CRT I, EXP C, WIND TC DL 5.0 PSF, WIND BC OL-5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LORD. 3 SEG = 62345 REV. 19.5d SCALE = 0.5000 TC LL TC OL BC DL BC LL TOT.LO. 30.0 PSF 15.0 PSF 10.0 PSF 0 . 0 PSF 55.0 PSF OUR . FAC. 1.33 SPACING 24.0" REF DATE 03 -13 -2002 DRWG 0/A LEN. 80113 TYPE comn Job :(01083002) BARRY UNIVERSITY - STUDENT RES / M2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 W2X4 (R1) w (O in FIN 1'4 "3 1 4 "3 OESC. = M2 PLT.. TYP. - WAVE_TPI95 TPI (STD) 5'0 "8 3'8 "6 Rv =887# U"543# W =8 "5 W3X4 7'8 "12 6'4 "14 10' 15'1 "8 1 .1i :8 5'0"8 110 MPH WIND, 29.80 FT MEAN HGT ASCE 7 -93, CLOSED BLDG NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 1 MI FROM COST, CAT I, EXP C, WIND BLDG, OL =5.0 PSF, WIND BC OL =5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LORD. 14'10 "8 4'9 "8 W1.5X4 15'1 "8 OTY= 1 TOTAL= 1 14'10 "8 7'1 "12 15'1 "8 5'1 "8 15'1 "8 3 15'1 "8 W3X4 3" T 3 Rv =761# U °568# W =3" (0 In SEO = 62366 REV. 19.5d SCALE =0.5000 ,MARTINEZ TRUSS CO., INC. 9280 N.W. South River Or. Medley, FL 33166 (30S7 883 -6261 * *WARNING•* TRUSSES REOUIRE EXTREME CARE IN FRBRICRTING HANDLING SHIPPING INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTRLLING AND BRACING) PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHRLL HAVE A PROPERLY ATTACHED RIGIC CEILING. **IMPORTANT*. FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONRL DESIGN SPECIFICATION PUBLISHED BY THE AMERICRN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA RSTM A653 GRgO GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED On THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 R -Z. THE SEAL ON THIS DRAWING INDICATE° ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI /TPI 1-1995 SECTION 2 6 TC LL TC DL BC DL BC LL TOT.LD 30.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 55.0 PSF DUR.FRC. 1.33 SPACING 24.0" REF DATE 03 -13 -2002 DRWG 0/A LEN. 150108 TYPE comn Job: (01083002) BARRY UNIVERSITY - STUDENT RES / HG82 THIS DWG. PREPARED FROM COMPUTER INPUT (LORDS & OIMENSIONS)SUBMITTED BY TRUSS MFR. TOP CHORD 2x6 SP #2 :TC5 2x6 SP #1: BOT CHORD 2x6 SP SS :BC1 2x6 SP #1: :BC2 2x6 SP #1 Dense: WEBS 2x4 SP #3 :W12 2x4 SP #2 N: :Lt Wedge 2x6 SP #2::Rt Wedge 2x6 SP #2: SPECIAL LORDS (LUMBER DUR.FAC. =1.33 / PLATE DUR.FAC. =1.33) TC - From 90 PLF ot 0.00 to 90 PLF of 26.19 TC - From 170 PLF of 26.19 to 170 PLF ot 36.33 TC - From 90 PLF of 36.33 to 90 PLF at 44.33 BC - From 8 PLF at 0.00 to 8 PLF ot 1.00 BC - From 20 PLF ot 1.00 to 20 PLF at 26.19 BC - From 62 PLF at 26.19 to 62 PLF ot 36.33 BC - From 20 PLF ot 36.33 to 20 PLF at 43.33 BC - From 8 PLF at 43.33 to 8 PLF at 44.33 BC - 2625 LB Conc. Load ot 26.19 BC - 868 LB Conc. Load of 36.33 4 12 MRRTINEZ TRUSS CO., INC. 9280 N.W. South River Or. Medley, FL 33186 13051 883 -6261 8' 12' 12' Rv =3973# U =2456# W =8" DESC. = HG82 PLT. TYP.- WAVE_TPI95 TPI(STO) 5'0 "14 26'2 "4 5 13q- 8'4- 4'0 "4 36'4" 44'4" 4 12' 2625# "WARNING•. TRUSSES REOUIRE EXTREME CARE IN PROPERLY ATTACHED FRBRICATING HRNOLING SHIPPING INSTALLING RND BRACING. REFER TO HIB -SI ( HANDLING INSTALLING AND BRACING) PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO OR. SUITE 200 MADISON WI. 53719) FOR SRFETY PRACTICES PRIOR TO PROPERLY ATTACHED CHORD SHRLL INDICATED, I H �1 CHORD SWILL ACHED STRUCTURAL PANELS RND BOTTOM GIC CEILING. eeIMPORTRNT■* FURNISH A COPY OF THIS DESIGN TO THE INSTRLLRTION CONTRRCTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIRTION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE RMERICRN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM R653 GRgO GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FRCE OF TRUSS AND, NLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES RCCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULRR BUILDING . - 1 • SI _R P i 'N / -- Til 2 Complete Trusses Requ i red s NAILING SCHEDULE: (16d_commonsclls) TOP CHORD: 1 ROW ® 12" o.c. BOT CHORD: 1 ROW 0 12" o.o. WEBS : 1 ROW 0 4" o.c. USE EOURL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. ** *LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR * ** 110 MPH WIND, 37.36 FT MEAN HGT, ASCE 7 -93, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, 1 MI FROM COAST, CAT I, EXP C, WINO TC OL -5.0 PSF, WIND BC DL =5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LORD. CALCULATED VERTICAL DEFLECTION IS 0.89" DUE TO LIVE LORD AND 0.74" DUE TO DEAD LORD AT X 22-2 -0. #1 W7X1 13'0 "14 18'1 "12 5'0 "14 5'0 "14 22'2 ..28'4 26'2 "4 4'0 "4 4'0 "4 31'3 "2 5'0 "14 I OW W3X6 36'4" 5'0 "14 13'0 "14 18'1 "12 22'2" 26'2 ".I 1 31 "2 36'4" 4 8' 44'4" = X61 3'1.19 . 1� ©© �.,• 4X1.,,03'11 9 W5X6 °P■ 1� II E / ii 1 5lg -r •- #1 D =Q 4 3) SS 1.0 ° P SS 4 WIXR 10 :1 "12 5'0 "14 868# 44'4" 12' 44 8' 8' 4 Rv =5610# U"3467# W -'8" SE0 = 62204 OTY= 1 PLIES= 2 TOTAL= 2 REV. 19.5d SCALE = 0.1667 TC LL 30.0 PSF TC DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 55•0 PSF DUR . FRC. 1.33 SPACING see above REF DATE 03 -13 -2002 DRWG 0/A LEN. 440400 TYPE h i Job :(01083002) BARRY UNIVERSITY - STUDENT RES / H102 H122 H142 THIS OWG. PREPARED FROM COMPUTER INPUT (LORDS & ❑IMENSIONS)SUBMITTED BY TRUSS MFR. TOP CHORD 2x6 SP #2 BOT CHOR1] 2x6 SP #2 WEBS 2x4 SP #3 :Lt Wedge 2x6 SP #2::Rt Wedge 2x6 SP #2: DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LORD. Rv =2426# .e 10' 10' 5'8 "2 10' 16'1 "14 5 12 4 W1.5 �-- i U =1490# W =8" DESC. = H102 H122 H142 PLT. TYP.- WAVE_TPI95 TPI(STD) 10.' 16'1 "14 10' 2' 6'1 "14 20.4.• 12' 8'4" 34'4" 22'2" 24'4" 28'2 "2 22'2" 6'0"2 44'4" 28'2 "2 6'0 3'4" 12' OTY= 3 TOTAL= 3 110 MPH WINO, 37.70 FT MEAN HGT RSCE 7 -93, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, 1 MI FROM COAST, CRT I, EXP C, WIND TC OL-5.0 PSF, WINO BC DL-5.0 PSF. (R) Ix4 #3 OR BETTER "T" BRACE. 807 LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS 6" OC. CALCULATED VERTICAL DEFLECTION IS -0.72" DUE TO LIVE LORD AND 0.47" DUE TO DEAD LORD AT X = 22 -2 -0. 34'4" 6'1 "14 44'4" 38'7 "14 10 44'4" 44'4" 44' 4 12' Rv =2426# U =1490# W =8" SEG = 62213 REV. 19.5d SCALE =0.1667 MARTINEZ TRUSS CO., INC. 9280 N.V. South River Or. Medley, FL 33166 (305T 883 -6281 * *WARNING ** TRUSSES REOUIRE EXTREME CARE IN FABRICATING HRNDLING SHIPPING, INSTALLING AND BRACING. REFER TO HI8 -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLRTE INSTITUTE, 583 D'ONOFRIO pR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTION UNLESS O THERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURRL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. * *IMPORTANT ** FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FRILURE TO BUILD THE TRUSSES IN CONFORMRNCE WITH TPI: OR FRBRICRTING HANDLING, SHIPPING, INSTALLING RNO BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST FIND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MRDE OF 20GR RSTM A653 GR40 GRLV. STEEL EXCEPT RS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITRBILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER RNSI /TPI 1L955 SECTION 2. TC LL IC OL BC OL BC LL TOT.LD 30.0 PSF 15. PSF 10.0 PSF 0 . 0 PSF 55.0 PSF DUR.FAC. 1.33 • REF DATE 03 -13 -2002 DRWG 0/A LEN. 440400 SPACING 24.0" TYPE hips Job:(01083002) BARRY UNIVERSITY - STUDENT RES / H162 H182 H202 THIS DWG. PREPARED FROM COMPUTER INPUT (LORDS & OIMENSIONS)SUBMITTED BY TRUSS MFR. TOP CHORD 2x6 SP #2 BOT CHORD 2x6 SP #2 WEBS 2x4 SP #3 :Lt Wedge 2x6 SP #2::Rt Wedge 2x6 SP #2: 5'4' 5'4" 12' Rv "'2426# Um1497# W'8" 16' 5'4" DESC. = H162 H182 H202 PLT. TYP.- WAVE_TPI95 TPI(STD) 16' 5'4" 8'4" 22'2" 6'2" 1 el 28'4" 12'4" 28'4" 6'2" 44'4" 110 MPH WIND, 38.70 FT MEAN HOT, RSCE 7 -93, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, 1 MI FROM CORST, CAT I, EXP C, WINO TC DL =5.0 PSF, WIND BC DL =5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LORD. 12' QTY= 3 TOTAL= 3 33'8" 5'4" 44'4" 39' 12' 8 20'4" 12 4 32'4" 8 44'4" 8 12' 44'4" 5' ISM 5X6 (Al) m moo Rvm2426# U"1497# W "8" SED = 62076 REV. 19.5d SCALE = 0.1667 .MARTINEZ TRUSS CO., INC. 9280 N.W. South Rfver Or. Medley, FL 33168 (305T 883 -6261 * ■WARNING ** TRUSSES REOUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING BRACING. AND TO HIB-81 PLATE INSTITUTE, 583D'ONOFRIO INSTALLING SUITE200,MRDISON,�WI. 537191 PUBLISHED 4 S E PRRCTICES S PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORO SHALL HAVE A PROPERLY ATTACHED RIGIC CEILING. * *IMPORTANT ** FURNISH R COPY OF THIS DESIGN TO THE INSTRLLATION CONTRRCTOR. RLPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FRBRICRTING HANDLING, SHIPPING, INSTALLING AND BRRCING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICRN FOREST RND PRPER ASSOCIATION) RND TPI. ALPINE CONNECTORS ARE MFIDE OF 20GA ASTM 8653 GR GFILV. STEEL EXCEPT AS NOTED. RPPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED On THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES RCCEPTRNCE OF PROFESSIONRL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITRBILITY RND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING 1 - T 1 - 3 l Le-ic/ TC LL TC DL BC DL BC LL TOT.LD 30.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 55.0 PSF DUR.FAC. 1.33 SPACING 24.0" REF DATE 03 -12 -2002 DRWG 0/A LEN. 440400 TYPE hi • S Job:(01083002) BARRY UNIVERSITY - STUDENT RES / H222 THIS OWG. PREPARED FROM COMPUTER INPUT (LORDS & OIMENSIONS)SUBMITTED BY TRUSS MFR. TOP CHORD 2x6 SP #2 BOT CHORD 2x6 SP #2 WEBS 2x4 SP #3 :Lt Wedge 2x6 SP #2::Rt Wedge 2x6 SP #2: DEFLECTION MEETS L/360 LIVE RNO L/240 TOTAL LORD. 11'9 "2 11'9 1? Rv =2426# U °1498# W =8" 1 4' PLT . TYP . H W(1VE_TPI95 TPI (STD) 22' 22'2" 10'424 8'2" 22'4" 9 4 . 4" 44'4" 32'6 "14 30 " "14 8'2" OTY= 1 TOTAL= 1 110 MPH WINO, 39.70 FT MEAN HGT, RSCE 7 -93, CLOSED BLDG NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE; 1 MI. FROM CORST, CRT I, EXP C, WINO TC DL =5.0 PSF, WIND BC DL =5.0 PSF. (R) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. 44' 4" 44 1 4 . ' 9.'2 14' Rv ®2426# 0.1498# W =8" SED = 62080 REV. 19.5d SCALE =0.1667 MARTINEZ TRUSS CO., INC. 9280 N.W. South River Or. Medley, FL 33188 1305)' 883 -6261 * *WARNING•* TRUSSES REOUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING RNO BRACING. REFER TO HIB -91 (HANDLING INSTRLLING RNO BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO OR., SUITE 200, MADISON, WI. 53719) FOR SRFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY RTTRCHEO STRUCTURAL PANELS RND BOTTOM CHORO SHRLL HAVE A PROPERLY ATTRCHED RIGI CEILING. * *IMPORTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HRNOLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APELICRBLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANO PAPER ASSOCIATION) ANO TPI. ALPINE CONNECTORS ARE MADE OF 20GA RSTM R653 GR40 GRLV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS RND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 R -Z. THE S ON THIS DRAWING INDICATES ACCEPTANCE IF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING TH :. P! : Y , T * • R P R - TP TIII. TC LL TC OL BC OL BC LL TOT.LO. 30.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 55.0 PSF DUR . FAC . 1.33 SPACING 24.0" REF DATE 03 -12 -2002 DRWG 0/A LEN. 440400 TYPE comp Job :(01063002) BARRY UNIVERSITY - STUDENT RES / T2 THIS DWG. PREPARED FROM COMPUTER INPUT (LORDS & OIMENSIONS)SUBMITTED BY TRUSS MFR. TOP CHORD 2x6 SP #2 BOT CHORD 2x6 SP #2 WEBS 2x4 SP #3 :Lt Wedge 2x6 SP #2::Rt Wedge 2x6 SP #2: DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LORD. Fat DESC. = T2 PLT. TYP.- WRVE_TPI95 11'9 "2 11'91? Rv =2426# U =1502# W =8" 14' 22'2" TPI (STD) 22'2" 10'42 9.. 8'2" 44'4" 32 "14 30 " "14 8'2" OTY= 25 TOTAL= 25 110 MPH WIND, 39.73 FT MEAN HGT ASCE 7 -93, CLOSED BLDG NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, 1 MI FROM COAST, CRT I, EXP C, WINO BLDG, OL =5.0 PSF, WIND BC DL -5.0 PSF. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. 44'4" 44 " 44 .14.:9"2 " 14' Rv =2426# 11-.1502# W °8" SEO = 61972 REV. 19.5d SCALE = 0.1667 MRRTINEZ TRUSS CO., INC. 9280 N.W. South River Dr. Medley, FL 33166 (305T 883 -6281 * *WARNING ** TRUSSES REOUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING AND BRACING. REFER TO HIB -S1 (HANDLING INSTALLING AND BRACING), PUBLISHED SHIPPING, TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO DR., SUITE 200 MADISON, WI. 53719) FOR SAFETY PRRCTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE Al PROPERLY ATTACHED RIGIC CEILING. * *IMPORTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR RNY DEVIATION FROM THIS DESIGN: RNY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING FIND BRACING OF TRUSSES. DESIGN CONFORMS WITH RPPLICRBL PROVISIONS OF NOS (NATIONRL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MRDE OF 20GR ASTM A653 GR40 GALV. STEEL EXCEPT RS NOTED. APPLY CONNECTORS TO EACH FRCE OF TRUSS AND, UNLESS OTHERWISE LOCATED On THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 R-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PRRTICULRR BUILDING NG ' P - 'N / TC LL TC DL BC DL BC LL TOT.L0 30.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 55.0 PSF DUR.FRC. 1.33 SPACING 24.0" REF DATE 03 -12 -2002 DRWG 0/R LEN. 440400 TYPE comn Job:(01083002) BARRY UNIVERSITY - STUDENT RES / T2A THIS DWG. PREPRRED FROM COMPUTER INPUT (LORDS & DIMENSIONS)SUBMITTEO BY TRUSS MFR. TOP CHORD 2x6 SP #2 BOT CHORD 2x6 SP #1 :BC2, BC3 2x6 SP #2: WEBS 2x4 SP #3 :Lt Wedge 2x6 SP #2::Rt Wedge 2x6 SP #2: :Lt.Level Return 2x4 SP #3:.Rt Level Return 2x4 SP #3: ROOF OVERHANG /CANTILEVER SUPPORTS 2.00 PSF SOFFIT LORD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LORD. (Al CONTINUOUS LATERAL BRACING EOURLLY SPACED ON MEMBER. Rvm2580# DESC. = T2A PLT. TYP.- WAVE_TPI95 8'3 "8 8'3 "8 4 12 11'9 "2 11'9i1F 14' U =1684# W=S" TPI (STD) 22'2" "12 6'11 "4 22'2" 29'1 "4 6'11 "4 6'11 "4 6 22'2" 8'2" 44 32'6 "14 36 "14 8'2" • 44'4" 36 6'11 "4 110 MPH WINO, 39.39 FT MEAN HGT, ASCE 7 -93, CLOSED BLOC NOT LOCATED WITHIN 6 50 FT FROM ROOF EDGE, 1 MI FROM COAST, CAT I, EXP C, WIND BLDG, OL =5.0 PSF, WIND BC OL =5.0 PSF. 0TY= 17 TOTAL= 17 44'4" 8'3 "8 a 44'4" 44 I.1 4 '.3"2 14' Rv =2580# U =1684# W =8" SEO = 61980 REV. 19.5d SCALE =0.1250 _MARTINEZ TRUSS CO., INC. 9280 N.W. South River Or. Medley, FL 33166 (305T 883 -6261 * *WARNING•* TRUSSES REQUIRE EXTREME CRRE IN FABRICRTING HANDLING SHIPPING INSTALLING AND BRACING. REFER TO HIB -SI (HANDLING INSTALLING AND BRRCING) PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO DR. SUITE 200, MADISON, WI. 537191 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY RTTRCHED STRUCTURAL PANELS RND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG CEILING. * *IMPORTANT ** FURNISH R COPY OF THIS DESIGN TO THE INSTRLLRTION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHRLL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FRBRICATING HANDLING, SHIPPING, INSTRLLING AND BRRCING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE RMERICRN FOREST AND PAPER RSSOCIRTION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GR RSTM R653 GR GALV. STEEL EXCEPT RS NOTED. APPLY CONNECTORS TO ERCH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED OP THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PRRTICULRR BUILDING P'N B iF i :i P N / P - T 'TC LL TC DL BC DL BC LL TOT.LD. 30.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 55.0 PSF OUR.FAC. 1.33 SPACING 24.0" REF DATE 03 -12 -2002 DRWG 0/A LEN. 440400 TYPE comn Job= (01083002) BARRY UNIVERSITY - STUDENT RES / T2B THIS DWG. PREPARED FROM COMPUTER INPUT (LORDS & OIMENSIONSISUBMITTEO BY TRUSS MFR. TOP CHORD 2x6 SP #2 110 MPH WINO, 40.05 FT MEAN HGT, RSCE 7 -93, CLOSED BLDG NOT LOCATED WITHIN 6.50 BOT CHORD 2x6 SP #2 FT FROM ROOF EDGE, 1 MI FROM COAST, CAT I, EXP C, WINO TC DL -5.0 PSF, WIND BC WEBS 2x4 SP #3 DL =5.0 PSF. :Lt Slider 2x6 SP #2: BLOCK LENGTH = 2.686' :Rt Slider 2x6 SP #2: BLOCK LENGTH = 2.686' (A) CONTINUOUS LATERAL BRACING EOURLLY SPACED ON MEMBER. m 0 N. W5X6 W3X10 (E3) I'!,9 I ii MRRTINEZ TRUSS CO., INC. 9280 N.W. South River Or. Medley, FL 33166 (3057 883 -6261 6'4 "8 6'4 "8 Rv =2227# U =1335# W =8" 20'3" 13 "12 6 11 "4 14 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LORD. 27'2 "4 20'3 DESC. = T2B PLT. TYP.- WAVE_TPI95 TPI(STD) OTY= 18 TOTAL= 18 ■ *WARNING ** TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING SHIPPING, INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING) PUBLISHED BY TPI (TRUSS PLRTE INSTITUTE, 583 D'ONOFRIO DR. SUITE 200 MADISON WI. 53719) FOR 53719) PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS O MADISON, OTHERWISE INDICATED, TOP CHORD SHRLL HAVE PROPERLY ATTACHED STRUCTURAL PANELS RND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGI CEILING. * *IMPORTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NRTIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GRgo GRLV. STEEL EXCEPT AS NOTED. RPPLY CONNECTORS TO EACH FRCE OF TRUSS AND UNLESS OTHERWISE LOCATED OF THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SEAL ON THIS ORRWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITRBILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI /TPI 1-1995 SECTION 2 40'6" 3'1 "'8 (4( 61.-- 40'6" G'4 "8 i 0 W1.5X4 W3X10(E3)' W5X6 Rv =2227# •U =1335# W =8" SEO = 61995 REV. 19.5d SCALE =0.1875 TC LL 30.0 PSF REF TC DL 15.0 PSF DATE 03 -12 -2002 BC DL 10.0 PSF DRWG BC LL 0.0 PSF TOT.LD. 55.0 PSF DUR.FAC. 1 33 SPACING 24.0" 0/8 LEN 420500 TYPE comn Job:(01083002) BARRY UNIVERSITY - STUDENT RES / HG83 THIS DWG. PREPARED FROM COMPUTER INPUT (LORDS & DIMENSIONS)SUBMITTED BY TRUSS r1FR. TOP CHORD 2x6 SP #2 BOT CHORD 2x6 SP #2 WEBS 2x4.SP #3 :Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: 110'MPH WIND, 39.82 FT MEAN HGT, RSCE 7 -93, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, 1 MI FROM COAST, CRT I, EXP C, WIND TC OL =5.0 PSF, WIND BC DL =5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. Rv =3925# W3X6 (A1 5 "14 8' 4.8"2 8' 8' 14'0 "1 25 "8 19'18 / 8 25'10 "8 2 Comp! ete.Trusses Required FL-L-5_ NAILING SCHEDULE: (16d_commonsaile) TOP CHORD: 1 ROW 0 12" o.c. BOT CHORD: 1 ROW 0 12 " o.c. WEBS : 1 ROW 0 4" o.c. USE EOUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. #1 HIP SUPPORTS 8 -0 -0 JACKS W/2 PANEL TC AND NO END VERT. 33'10"8 29'2 "6 a 33'10 "8 3'3 "14 4'8 "2 3 4'8 "2 12 Wax 3 3"14 WGX W3X4 6'0 "1 W3 5'10"5 6'0 "1 5X4 WSX6 W3X4 es W6 W2 W2 8 W3X mAY o II, . � 0"8 6 ®W3X6 (A1L W3X8 m 8' 12' 12' U =2578# W'8" 868# DESC. = HG83 PLT. TYP.- WAVE_TPI95 TPI(STD) 14'0 "1 6'0 "1 19'10 "7 9'10 "8 33'10 "8 17'10 "8 25'.10"8 6'0 "1 868# 33'10 "8 33'10 "8 8' 12' 8' OTY= 1 PLIES= 2 TOTAL= 2 Rv =3925# U =2578# W =8" SEO = 11829 REV. 19.5d SCALE = 0.1875 MARTINEZ TRUSS CO., INC. 9280 N.W. South River Or. Medley, FL 33166 (3051 883 -6261 "WARNING ** TRUSSES REOUIRE EXTREME CARE IN FABRICRTING HANDLING SHIPPING INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTRLLING AND BRACING) PUBLISHED MY TPI (TRUSS PLATE PRIOR TO THESE D FUNCT D IONS. SU UNLESS O OTHERWISE MADISON, INOICRTED ) TOP FOR CHORD T SHALL C HAVE S PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HRVE I� PROPERLY ATTACHED RIGI CEILING. * *IMPORTANT ** FURNISH R COPY OF THIS DESIGN TO THE INSTRLLRTION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICRBLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM R653 GR40 GRLV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FRCE OF TRUSS AND, UNLESS OTHERWISE LOCATEO OP THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY RND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING 1S THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI /TPI 1 -1995 SECTION 2 TC LL TC DL BC DL BC LL TOT.LD. 30.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 55.0 PSF DUR. FAC . 1.33 REF DATE 03 -13 -2002 DRWG 0/8 LEN. 331008 SPACING see above TYPE hi s Job= (01083002) BARRY UNIVERSITY - STUDENT RES / HG83A THIS DWG. PREPARED FROM COMPUTER INPUT (LORDS & DIMENSIONS)SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :TC2, TC3 2x6 SP #2: BOT CHORD 2x6 SP #2 WEBS 2x4 SP #3 :Lt Wedge 2x4 SP #3::Rt Stubbed Wedge 2x4 SP #3: DEFLECTION MEETS L/360 LIVE RND L/240 TOTAL LOAD. MARTINEZ TRUSS CO., INC. 9280 N.V. South River Or. Medley, FL 33166 (305T 883 -6281 8' 7'4 "2 7'4 "2 10' 8' 10' 12'1 "1 4'8 "15 378# Rv =493# U =363# W =8" Rv=2215# U =1416# W =8" DESC. = HG83A PLT. TYP.- WAVE_TPI95 TPICSTD) 25'10 "8 110 MPH WIND, 39.82 FT MEAN HGT, ASCE 7 -93 CLOSED BLDG, LOCATED ANYWHERE IN ROOF, 1 MI FROM COAST, CAT I, EXP C,.WINO TC OL -5.0 PSF, WIND BC OL =5.0 PSF. #1 HIP SUPPORTS 8-0-0 JACKS AT LEFT ENO ANO 7 -0 -0 JACKS RT RIGHT END. JRCKS HAVE NO WEBS. 809# QTY= 1 TOTAL= '1 * *WARNING ** TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING AND BRACING. REFER TO HI8 -91 (HANDLING INSTALLING RND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO OR. SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICRTED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RI CEILING. * +IMPORTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTRLLRTION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OESIGN: RNY FAILURE TO BUILD THE TRUSSES IN CONFORMRNCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH RPISLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHEO BY THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. RLPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED On THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS COMPONENT FOR RNY PARTICULAR BUILDING T _ R. ON TY !F T ; 1 N !_ N R PER 'N T T •N . 12'1 "1 16'2 "316 "�� Z1'1 "3 25'10 "8 32 "8 W '6 W3X8 rasi W1.5X4 36 3X6 , 9, 8'7 "9 ' - 510 "13 - 16'3"1 C2 ,) 21'1 "3 24'11 "125'10 "9 32'10"8 4'2"14 "8 4 9 "4 3'10 "10 10 "11 32'1 0"8 81 "15 12'10 "8 10' 32'10 "8 17'10 "8 7' Rv =2640# U =1776# W =8" Rv =2375# U =1545# W •8" Rv =486# U =342# W =8" SEO = 11893 REV. 19.5d SCALE = 0.1875 TC LL 30.0 PSF REF TC DL 15.0 PSF DATE 03 -13 -2002 BC DL 10.0 PSF DRWG BC LL 0.0 PSF TOT.LO. 55.0 PSF 0/R LEN. 321008 DUR . FRC . 1.33 SPACING see above TYPE hi .s Job:(01083002) BARRY UNIVERSITY - STUDENT RES / H103 H123 H143 TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :Rt Slider 2x4 SP #2 N: BLOCK LENGTH 2.500' DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LORD. 1'4 1'4 0 'W3X4(B1 5 "1', 1'4" 1'4 Rv =1872# 1P=1230# W-8" DESC. = H103 H123 H143 PLT. TYP.- WAVE_TPI95 TPI(STD) MARTINEZ TRUSS CO., INC. 9260 N.V. South River Dr. Medleyy, FL 33166 MOST 883 -8281 10' 5'2" 10 3'10 12 4 ' W5X8 ( 8. 1 8 i ' 1 0' 14'8 "1 23'10 "8 1 '.1i1; p 23'10 "8 6'10"14 21'10 "8 6'11 "10 12' 9'10 "8 32'10 "8 OTY= 3 TOTAL= 3 32'10 "8 28'8 "8 9 32'10 8 11' * +WRRNING.* TRUSSES REOUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING AND BRRCING. REFER TO HIB -91 (HANDLING INSTRLLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONDFRIO DR., SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS.6THERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGIC CEILING. •RIMPORTRNT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRRCTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING. RND BRACING OF TRUSSES. DESIGN CONFORMS WITH AP ?LIC PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER RSSOCIATION) RND TPI. ALPINE CONNECTORS ARE MADE OF 20GR ASTM A653 GRIM GRLV. STEEL EXCEPT RS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION CONNECTORS PER DRRWINGS 160 R -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTRNC£ OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY RND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING TY ' H 1 • N: R • / •• TON THIS DWG. PREPARED FROM COMPUTER INPUT (LORDS & DIMENSIONS)SUBMITTED BY TRUSS MFR. 110 MPH WINO, 40.16 FT MEAN HGT RSCE 7 -93, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 1 MI FROM CD CAT I, EXP C, WIND TC DL =5.0 PSF, WIND BC OL =5.0 PSF. (Al 1x4 #3 OR BETTER "T" BRACE. BOX LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS 0 6" OC. 32'10 "8 10' 4'10" W5X 4'8 "1 W3X4 16'10 "14 4 6"5 �0 "8 4'8 "1 23'10 "8 W X6 4'10" 32'10 "8 4 wi i - 6 W8X8 (E4)°T 9 j "19 I Rvm1732# U =1098# W =8" 5E0 = 11846 REV. 19.5d SCALE = 0.1875 TC LL 30.0 PSF REF TC DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF 0/A LEN 321008 DUR.FAC. SPACING 1.33 24.0" DATE 03 -13 -2002 DRWG TYPE h i . s Job :(01083002) BARRY UNIVERSITY - STUDENT RES / H103R H123R THIS DWG. PREPARED FROM COMPUTER INPUT (LORDS & DIMENSIONS /SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :TC2 2x4 SP #2: BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :Rt Slider 2x6 SP #2: BLOCK LENGTH .1.500' Rv =348# 10' in 13'10 "8 r m 12 WSX W X4 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 9' q p Adatital W 411 loglill 3X . IA ,S.X._4_ 6 3 .. 011 1 1 1 U =267# W =8" Rv =810# U=553# W =8" OESC. = H103A H123A PLT. TYP. WAVE_TPI95 TPI(STD) 6'11 "4 x'11 "4 W3X4 W 6 W - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 - 8'11 "10 r 8'8 "4 co 6'4 "4 Ly 8'8 "4 32'10 "8 Rv =1327# U =884# W =8" OTY= 2 TOTAL= 2 110 MPH WIND, 40.15 FT MEAN HGT, ASCE 7 -93, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 1 MI FROM COAST, CAT I, EXP C, WIND TC DL -5.0 PSF, WIND BC DL 5.0 PSF. Rv =681# U =405# 10"13 7'10 E3) W3X8 (E3) W3X4 m r (' 9 "1q t Rv =438# U =298# W ..8" W =8" 38 ' REV. 19.5d SCALE = 0.1875 MARTINEZ TRUSS CO., INC. 9280 N.W. South River Dr. Medley, FL 33166 (305T 883 -6261 + *WARNING*+ TRUSSES REQUIRE EXTREME CARE IN FRBRICRTING HANDLING SHIPPING INSTALLING ANO BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED MY TPI (TRUSS PRIOR TO FUNCT ONSI. SUUNLESSOOTHERWISE' INDICATED9) TOP FOR CHOROTSHALLCHAVES PROPERLY RTTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGIC CEILING. * *IMPORTANT +r FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMRNCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING RNO BRACING OF TRUSSES. DESIGN CONFORMS WITH APBLICABL PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANO PAPER RSSOCIRTION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA RSTM 8853 GRgO GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION CONNECTORS PER DRAWINGS ISO A -Z. THE SEAL ON THIS DRAWING INOICRTEE ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENTFOR ANY PRRTICULRR BU[LO(NG SPACING 24.0" IS THE RESPON IBILITY OF THE BUI DING DESIGNER PER ANS /TPI 1 -1995 S TION TYPE HIPS TC LL TC DL BC DL BC LL TOT.LD. 30.0 PSF 15.0 PSF 10.0 PSF 0 . 0 PSF 55.0 PSF DUR . FAC . 1•33 REF DATE 03 -13 -2002 DRWG 0/R LEN. 321008 Job :(01083002) BARRY UNIVERSITY - STUDENT RES / H163 THIS DWG. PREPARED FROM COMPUTER INPUT (LORDS & DIMENSIONS)SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :Rt Slider 2x4 SP #2 N: BLOCK LENGTH = 2.500' DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LORD. Rv =1872# 1'4' DESC. = H163 PLT. TYP.- WAVE 5'6 "10 U1239# W =8" 16' 1'4" 6' : 7'10" TPI (STD) 17'10 "8 16' 1 23'1"3 22 i5 8 12'10 "8 32'10 "8 110 MPH WIND, 41.16 FT MEAN HGT, ASCE 7 -93, CLOSED BLDG, NOT LOCRTEO WITHIN 4.50 FT FROM ROOF EDGE, 1 MI FROM COAST, CAT I, EXP C, WINO TC DL-G.0 PSF, WIND BC 0L5.0 PSF. (A) 1x4 #3 OR BETTER "T" BRACE. 807 LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS 0 6" OC. 32'10 "8 20 "14 5'2 "11 32'10 "8 OTY= 1 TOTAL= 1 LIAlk>4 W X 6 WBXB (E 4) hj � 8 + 1 p 1 Rv =1732# U =1106# W "8" REV. 19.5d SCAL =0.18 ,MRRTI NEZ TRUSS CO., INC. 9280 N.W. South River Or. Medley, FL 33166 (305T 883 -6261 ■•WARNING•■ TRUSSES REQUIRE EXTREME CRRE IN FABRICATING HANDLING SHIPPING INSTALLING RNO BRACING. REFER TO HIB -91 (HRNOLING INSTRLLING AND BRACING) PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200 MADISON, WI. 537191 FOR 537191 PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HRVE A PROPERLY ATTACHED RIGIC CEILING. "IMPORTANT FURNISH R COPY OF THIS DESIGN TO THE INSTRLLRTION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: RNY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTRLLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE RMERICRN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS RRE MADE OF 200A ASTM R653 GR40 GRLV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FRCE OF TRUSS AND, UNLESS OTHERWISE LOCATED OF THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATE° ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING TH Pi, TY IF T :U 'IN 'E I R P R TC LL TC DL BC DL BC LL TOT.LD. 30.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 55.0 PSF OUR . FRC . 1.33 SPACING 24.0" REF DATE 03 -13 -2002 ORWG 0/A LEN. 321008 TYPE h • s Job: (01083002) BARRY UNIVERSITY - STUDENT RES / T3 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WINO, 41.31 FT MEAN HGT ASCE 7 -93, CLOSED BLDG NOT LOCATED WITHIN 4.50 BOT CHORD 2x4 SP #2 N FT FROM ROOF EDGE, 1 MI FROM COAST, CRT I, EXP C, WIND TC DL =5.0 PSF, WIND BC WEBS 2x4 SP #3 01.....S.0 PSF. :Rt Slider 2x4 SP #2 N: BLOCK LENGTH = 2.500' DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 0 (0 1 W3X4(BI 5'19 J 1'4' 1'4 1'4' 1'4 MRRTINEZ TRUSS CO., INC. 9280 N.W. South River Or. Medley, FL 33168 (305)' 883-6281 5'10 "6 4'6 "8 W5 8'7 "10 7 1 ,10 1 Rv =1872# 11=1244# W =8" 4 12 16'11 1 1 3 1 . ' 1 4 1 " 7 1 4 3 13 5'6 "7 W3X W3X 16'11 "4 8 16'11 "4 5 6"7 W5X 3 "10 22'5 "11 5'6 "7 '10 "8 22'10 "8 12'10 "8 32'10 "8 25'2 "14 8 3 "10 CA) CONTINUOUS LATERAL BRACING EOURLLY SPACED ON MEMBER. 32'10 "8 15 5'6 "7 3X4 W3X4 W1.5 32'10 "8 32'10"8 "10 10 32'10"8 4'10 "6 DESC. = T3 PLT. TYP.- WAVE_TPI95 TPI(STD) OTY= 5 TOTAL= 5 "WARNING•. TRUSSES REOUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING ANO BRACING. REFER TO HIB -9l (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLRTE INSTITUTE, 583 O'ONOFRIO DR. SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGIC CEILING. ••IMPORTANT ■* FURNISH R COPY OF THIS DESIGN TO THE INSTRLLRTION CONTRRCTOR.,� ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANOLING, SHIPPING, INSTRLLING ANO BRACING OF TRUSSES. DESIGN CONFORMS WITH RPPLICRBLE PROVISIONS OF NOS (NRTIONRL DESIGN SPECIFICATION PUBLISHED BY THE AMCRICRN FOREST RND PAPER ASSOCIATION) RND TPI. ALPINE CONNECTORS ARE MADE OF 20GR ASTM A653 GR40 GRLV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, NLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES RCCEPTANCE OF PROFESSIONRL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY RND USE OF THIS COMPONENT FOR ANY PRRTICULRR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI /TPI 1 - 1995 SECTION 2. 1/4 CO W5X6 DTI W8X8 (E4) I 1 Rv =1732# U =1104# W =8" SEO = 11856 REV. 19.5d SCALE = 0.1875 TC LL 30.0 PSF REF TC DL 15.0 PSF DATE 03 -13 -2002 BC DL 10.0 PSF DRWG BC LL 0.0 PSF TOT.LD. 55.0 PSF 0/A LEN 321008 DUR. FRC. 1.33 SPACING 24.0" TYPE comn Job: (01083002) BARRY UNIVERSITY - STUDENT RES / MH133A MH153A M3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORO 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :Lt Slider 2x6 SP #2: BLOCK LENGTH ° 1.500' in W3X8 (E3) W3X4 { 9 "19 W3X4 (E3). Rv °465# U =302# W °8" MRRTINEZ TRUSS CO., INC. 9280 N.M. South Rlver Or. Medley, FL 33166 MOST 883 -6261 6'7"12 6'7 "12 9J 10 "8 7'10 "8 N8 7'10 "8 • DESC. = MH133A MH153A M3 PLT. TYP.- WAVE_TPI95 TPI(STD) 12 4 p WI.5X4 13' 13' W5X6 16'1" 13' 6'4 "4 Rv =823# U °517# W ■8" W5X6 '2 "8 15'11 "8 8'2 "8 OTY= 3 TOTAL= 3 * *WARNING ** TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING) PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 537191 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGIC CEILING. * *IMPORTANT ** FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRRCTOR. RLPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR RNY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICA PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) RND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM R653 GR90 GRLV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0) THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A -Z. INC SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY RND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER RNSI /TPI 1 -1995 SECTION 2 110 MPH WINO, 40.99 FT MEAN HGT, ASCE 7 -93, CLOSED BLOC NOT LOCATED WITHIN 4,50 FT FROM ROOF EDGE, 1 MI FROM COAST, CAT I, EXP C, WIND fC DL-5.0 PSF, WIND BC DL-5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LORD. 16'1" 1011 16'1" 2'11 "8 1 "8 .5)(4 W4 W5X6 (R 1 " 1 "8 R °482# U °384# U - SEO = 11933 REV. 19.5d SCALE =0.3750 TC LL 30.0 PSF REF TC DL 15.0 PSF DATE 03-13 -2002 BC DL 10.0 PSF DRWG BC LL 0.0 PSF TOT.LD. 55.0 PSF 0/A LEN. 151108 OUR. FAC. 1.33 SPACING 24.0" TYPE comn Job :(01083002) BARRY UNIVERSITY - STUDENT RES / HG84 THIS OWG. PREPARED FROM COMPUTER INPUT (LORDS & OIMENSIONSISUBMITTED BY TRUSS MFR. TOP CHORD 2x6 SP #2 BOT CHOR'O 2x6 SP #1 WEBS 2x4 SP #3 :Lt Wedge 2x6 SP #2::Rt Wedge 2x6 SP #2: -0W3X8 (R 1) I 514 Fel 4'5" 4'5" W4X10 12 4 Cj. W3X8 8' Rv °3002# U =1746# W "8 ". 8' 3'7" DESC. = HG84 PLT. TYP.- WAVE_TPI95 TPI(STD) W6X10 13'1 "12 13'1 "12 868# 13'1 "12 5'1 "12 18'3 "8 10'3 "8 W3X4 W7X8 24'3 "8 26'3 "8 10'3 "8 18'3 "8 5'1 "12 18'3 "8 5'1 "12 W6X10 868# OTY= 1 TOTAL 1 110 MPH WIND, 28.61 FT MEAN HGT, RSCE 7-93 CLOSED BLDG, LOCATED ANYWHERE IN ROOF, 1 MI FROM COAST, CRT I, EXP C, WINO TC OL =5.0 PSF, WINO BC DL =5.0 PSF. #1 HIP SUPPORTS 8 -0 -0 JACKS W/2 PANEL TC AND NO END VERT. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LORD. 21'10 "8 3'7" 26'3 "8 13'1 "12 26'3 "8 8 26'3 "8 8' 8' 26'3 "8 4'5' W3X8 (A1l W4X10 I 1 Rv =3002# U °1746# W "8" SEO = 62230 REV. 19.5d. SCALE =0.2500 MARTINEZ TRUSS CO., INC. 9280 N.V. South River Or. Medieu, FL 33166 (3057 883 -6281 * *WARNING ** TRUSSES REOUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO OR. SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY RITRCHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGIO CEILING. **IMPORTRNT** FURNISH A COPY OF THIS DESIGN TO THE INSTRLLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHRLL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FRILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FRBRICRTING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH RPPLICRBL ' PROVISIONS OF NOS (NRTIONRL DESIGN SPECIFICATION PUBLISHED BY THE AMERICRN FOREST AND PAPER ASSOCIATION) RND TPI. ALPINE CONNECTORS RRE MADE OF 20GA ASTM 8653 GR40 GRLV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 R -Z. THE SEAL ON THIS DRAWING INDICATES RCCEPTRNCE OF PROFESSIONRL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING T : Pa. ' F . 4 ' L 1 N P /TP w(cn TC LL TC DL BC DL BC LL TOT.LD. 30.0 PSF 15.0 PSF 10 . 0 PSF 0.0 PSF 55.0 PSF DUR.FRC. 1.33 SPACING see obove TYPE REF DATE 03 -13 -2002 ORWG 0/A LEN. 260308 h Job:(010830021 BARRY UNIVERSITY - STUDENT RES / H104 TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE ANO L/240 TOTAL LORD. (Al 1x4 #3 OR BETTER "T" BRACE. 807 LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS 0 6" OC. 1'4" 1'4" Rv ®1434# U '"846# W =8" DESC. = H104 PLT. TYP.- WAVE_TPI95 MARTINEZ TRUSS CO., INC. 9280 N.W. South Rlver Or. Medley ' FL 33188 (305T883-8281 5'2" 3'1 "12 3'1 "12 1'4" 3'10" 10' 16'3 "8 10' 10' 13'1%2 6'3"8 16'3"8 8'8" 14' TPI (STOI 4 10" 14' W3X4 24'3 "8 16'3 "8 6'3 "8 26'3"8 THIS DWG. PREPARED FROM COMPUTER INPUT (LORDS & DIMENSIONS)SUBMITTED BY TRUSS MFR. 110 MPH WIND, 28.95 FT MEAN HGT, RSCE 7 -93, CLOSED BLDG NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 1 MI FROM CORST, CRT 1, EXP C, WIND TC DLm5.0 PSF, WIND BC DL =5.0 PSF. 21'1 "8 4'10" OTY= 1 TOTAL= 1 24'11-8 8 gg 26'3 e 12'3 "8 *WARNING ** TRUSSES REOUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING RNO BRRCING. REFER TO HI8 -91 (HRNOLING INSTALLING AND BRACING), PUBLISHED by TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO DR. SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PRNELS ANO BOTTOM CHORD SHALL HAVE b PROPERLY ATTACHED RIGIC CEILING. * *IMPORTRNT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRRCTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH AP PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE RMERICRN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GR ASTM A653 GR90 GRLV. STEEL EXCEPT RS NOTED. RPPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED Or THIS DESIGN POSITION CONNECTORS PER DRAWINGS ISO R -Z. THE S�RL ON THIS DRRWING INDICATES ACCEPTANCE DESIGN, PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING T _ PO .IE _.TY 'F . k � P R / P 26'3 "8 10' 24'11 "8 26'3 "8 3'10" 1 4 Rey Rv =1434# U =846# W -8" SEO = 62237 REV. 19.5d SCALE =0.2500 TC LL 30.0 PSF REF TC DL 15.0 PSF DATE 03 -13 -2002 BC DL 10.0 PSF DRWG BC LL 0.0 PSF TOT.LD. 55.0 PSF 0/A LEN 260308 DUR.FRC. SPACING 1.33 24.0" TYPE h i . s Job :(01083002) BARRY UNIVERSITY - STUDENT RES / MHG65 TOP CHOR,O 2x6 SP #2 BOT CHORD 2x6 SP #1 WEBS 2x4 SP #3 :Lt Wedge 2x6 SP #2 #1 HIP SUPPORTS 6 -0 in N W4X10 W3X6 (A 1) 5"19 iar Rv =2038# MRRTINEZ TRUSS CO., INC. 9260 N.W. South River Dr. Media , FL 33166 (30ST 663 -6261 :TC1 2x4 SP #2 N: :BC2 2x6 SP #2: :W6 2x4 SP #2 N: -0 JACKS W/2 PANEL TC AND NO ENO VERT. 6' 6' 6' W1.5X4 10' 10' 424# U =1247# W =8" 11'1 "4 5'1 "4 5 1 "4 W5X6 11'1 "4 6C1F8 16'0 "12 21'2 "8 2 16 D ° 1 4'11 "8 4'11 "8 21'2"8 15'2" W3X10 11'2 "8 THIS DWG. PREPARED FROM COMPUTER INPUT (LOROS & OIMENSIONS)SUBMITTED BY TRUSS MFR. 110 MPH WIND, 28.28 FT MEAN HGT, ASCE 7 -93 I CLOSED BLDG, LOCATED ANYWHERE IN ROOF, 1 MI FROM COAST, CAT I, EXP C, WINO TC DL =5.0 PSF, WIND BC OL =S.0 PSF. (A) 1x4 #3 OR BETTER "T" BRACE. 807 LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS 6" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LORD. 21'2" 5'1 "4 21'2" 5' "4 Rv =2006# DESC. = MHG65 PLT. TYP.- WAVE_TPI95 TPI(STD) OTY= 1 TOTAL= 1 "WARNING ** TRUSSES REOUIRE EXTREME CARE IN FABRICATING HANDLING, SHIPPING INSTALLING RND BRACING. REFER TO HIB -9) (HRNOLING INSTALLING RND BRACING) PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR. SUITE 200, MADISON, W. 53719) FOR SRFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PRNELS AND BOTTOM CHORD SHRLL HAVE A PROPERLY ATTACHED RIGI CEILING. * *IMPORTRNT ** FURNISH A COPY OF THIS DESIGN TO THE INSTRLLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR RNY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA RSTM A653 GR90 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A -2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE IF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY RND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING T _ SP ITY • T 1I OE IG - NS /T '9 T 21'10 "8 0 "8 r U .-1227# W =8" in N L4` REV. TC LL TC DL BC DL BC LL TOT.LO. SE0 - 62126 19.5d SCALE = 0.2500 30.0 PSF 15.0 PSF 10 .0 PSF 0 . 0 PSF 55.0 PSF DUR.FAC. 1.33 SPACING see above REF DATE 03 -13 -2002 ORWG 0/A LEN. 210200 TYPE h Job: (01083002) BARRY UNIVERSITY STUDENT RES / MH85 MH105 MH125 THIS DWG. PREPARED FROM COMPUTER INPUT (LORDS & OIMENSIONS)SUBMITTEO BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 (A) '1x4 #3 OR BETTER "T" BRACE. 807 LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS 0 RIGHT ENO VERTICAL NOT EXPOSED TO WIND PRESSURE. 6" OC. 1 '4' 1'4" MARTINEZ TRUSS CO., INC. 9280 N.W. South River Dr. Medley, FL 33166 (3057 883 -6281 8' 4'2" 8' 2'10" W3 W4 4 12 C� W5X6 Rv "1219# U =745# W'8" 1 0' 8' 3'10 DESC. = MH85 MH1OS MH12S PLT. TYP.- WAVE_TPI95 TPI(STO) W5X6 W3 14'5 "12 6 14'5 "12 6'5 "12 20'11 "8 5 "12 20'11 "8 12'11 "8 110 MPH WIND, 28.61 FT MEAN HGT, ASCE 7 -93, CLOSED BLDG NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 1 MI FROM COAST, CAT I, EXP C, WINO TC DL=5.0 PSF, WINO BC DL =S.0 PSF. DEFLECTION MEETS L/360 LIVE RNO L/240 TOTAL LORD. 20'11 "8 6'5 "12 W3X6 W3X6 Of W3 (A) 4 20'11 "8 20'11 "8 6'5 "12 10'11 "8 OTY= 3 TOTAL= 3 Sul W3)r6 * *WARNING ** TRUSSES REOUIRE EXTREME CARE IN FABRICATING HANDLING, SHIPPING INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHEO STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGIC CEILING. * *IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHRLL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GR ASTM A653 GR90 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FRCE OF TRUSS AND, UNLESS OTHERWISE LOCATED On THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INOICRTE9 ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY RND USE OF THIS COMPONENT FOR RNY PARTICULAR BUILDING I T P'N I: TY s u G' P G 'NS / P -" T uN W3 M Rv =1075# U =654# W =3" REV. 19.5d SCAL = 0.2500 TC LL 30.0 PSF REF TC DL BC LL 15.0 PSF DATE 03-13-2002 BC DL 10.0 PSF DRWG 0.0 PSF TOT.LD. 55.0 PSF 0/A LEN. 201108 DUR . FAC . 1 . 33 SPACING 24.0" TYPE hi Job:(01083002) BARRY UNIVERSITY - STUDENT RES / MH145 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :TC3 2x4 SP #2: BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 (R) 1x4 #3 OR BETTER "T" BRACE 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS 0 RIGHT ENO VERTICAL NOT EXPOSED TO WIND PRESSURE. s" bc. FP 1'4" 1'4' 1 Rv °1219# U °753# W °8" DESC. = MH145 PLT. TYP.- WAVE_TPI95 7'2" 5'10" 1 0' 1 0' TPI (STO) 14' 14' 12'8" 14' 6'10" 20'11 "8 20'11 "8 6'11 "8 10'11 "8. OTY= 1 TOTAL= 1 110 MPH WIND, 29.61 FT MEAN HGT, RSCE 7 -93, CLOSED BLDG NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 1 MI FROM COAST, CAT I, EXP C, WIND BLDG, DL °5.0 PSF, WINO BC DL °5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 20'11 "8 . 6'11 "8 Rv °1075# U =659# W '"3" SEO = 62178 REV. 19.Sd SCALE = 0.2500 MRRTINEZ TRUSS CO., INC. 9280 N.W. South River Or. Medley, FL 33168 (309)' 883-6261 e *WARNING.. TRUSSES REOUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING) PUBLISHED by TPI (TRUSS PLATE PRIOR TO FUNCT SU UNLESS D OTHERWISE MADISON, INDICATED 1 TOP FOR CHORD SHALL PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORO SHALL HAVE 4 PROPERLY ATTACHED RIGIC CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR RNY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTRLLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST RNO PRPER ASSOCIATION) FIND TPI. ALPINE CONNECTORS ARE MADE OF 20GS ASTM P653 GR40 GRLV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS RNO UNLESS OTHERWISE LOCATED 0t` THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 R -Z. THE SAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS COMPONENT FOR RNY PARTICULAR BUILDING H .__P BITY OF N . P ON V TC LL TC DL :C DL BC LL TOT.LO. 30.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 55.0 PSF DUR . FRC . 1 .33 SPACING 24.0" REF DATE 03 -13 -2002 ORWG 0/A LEN. 201108 TYPE hi .m Job:(01083002) BARRY UNIVERSITY - STUDENT RES / HG86 THIS DWG. PREPAREO FROM COMPUTER INPUT (LOADS & OIMENSIONS)SUBMITTEO BY TRUSS MFR. TOP CHORD 2x6 SP #2 :TC3 2x4 SP #2 N: BOT CHORD 2x6 SP #2 WEBS 2x4 SP #3 :Lt Wedge 2x4 SP #3: #1 HIP SUPPORTS 8 -0 -0 JACKS W/2 PANEL TC AND NO END VERT. DEFLECTION MEETS L/360 LIVE RND L/240 TOTAL LOAD. Rv =2209# DESC. = HG86 PLT. TYP.- WAVE_TPI95 8' 8' U =1542# Wm8" 10' TPI (STO) 868# 19'8" 10'1 "8 11'8" 9'8" 110 MPH WINO, 37.36 FT MEAN HGT, ASCE 7 -93, CLOSED BLDG, LOCATED RNYWHERE IN ROOF, 1 MI FROM COAST, CAT I, EXP C, WIND TC DL -5.0 PSF, WIND BC DL -5.0 PSF. RIGHT ENO VERTICAL NOT EXPOSED TO WIND PRESSURE. (A) 1x4 #3 OR BETTER "T" BRACE. 807 LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS 0 6" OC. m CO Rv =2381# U ®1662# W =8" ( 1 ) 35' 6 "8 OTY= 1 TOTAL= 1 REV. 19.5d SCALE =0.2500 MRRTINEZ TRUSS CO., INC 9280 N.V. South River 0r. Medley, FL 33166 (3051' 883 -6261 • TC LL TC DL BC DL BC LL TOT.LD. 30.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 55.0 PSF * *WARNING ** TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING SHIPPING INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING) PUBLISHED BY TPI (TRUSS PLATE PRIOR TO FFUNCTIONS. SU UNLESS O OTHERWISE , INDICATED 91 TOP R CHORD T SHALL C HAVE S PROPERLY RTTRCHEO STRUCTURAL PANELS AND BOTTOM CHORD SHRLL HAVE Il PROPERLY ATTACHED RIGIC CEILING. * *IMPORTANT ** FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ^ DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, L.� HANDLING, SHIPPING, INSTALLING RND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0( THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INOICATE£ ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY RND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING SPACING see above oe p IS THE RESPONSIBILIT OF i 8 IL OING 0 I N R PER A NSI /TPI 1 - L TION T Y P E h i s OUR.FAC. 1.33 REF DATE 03 -14 -2002 DRWG 0/R LEN. 190800 Job:(01083002) BARRY UNIVERSITY - STUDENT RES / H106 H126 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :TC2 2x4 SP #2: BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. m 4/2X4(81) 5'T q 1'4" 1'4" 5'2" 3'10" Rv "1488# U =1007 #' W =8" DESC. = H106 H126 PLT. TYP.- WAVE_TPI95 10' 10' 4 p W5X6 (R) 4 10' • 8'8" 14' 14' 10' 1 0" W5X6 16'1 "8 6 1 "8 W3X4 25'1 "8 16'1 "8 6'1 "8 26'1 "8 20'11 "8 4'10" • TPI (STD) OTY= 2 TOTAL= 2 110 MPH WINO, 37.70 FT MEAN HGT ASCE 7 -93, CLOSED BLDG NOT LOCATED WITHIN 4.50 FT FROM ROOF EOGE, 1 MI FROM COAST, CAT I, EXP C, WIND TC DL =5.0 PSF, WIND BC DL =5.0 PSF. (R) 1x4 #3 OR BETTER "T" BRACE. 807 LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS 0 6" OC. 26'1 "8 10' W1 5 26'1 "8 26'1 4 12'1 "8 26'1 "8 5'2" W3X6 (B1)° m Rv =1374# U =886# W .-3" SEO = 62160 REV. 19.5d SCALE =0.2500 •*WARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATING HANDLING, SHIPPING INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO DR., SUITE 200 MADISON, WI. 537191 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE O PROPERLY ATTACHED RIG CEILING. •*IMPORTANT•* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. RLPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND MRRTINEZ TRUSS CO., INC. PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA RSTM A653 GR40 GRLV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FRCE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A -2. THE SE ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OES(GN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING I THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI /TPI I 9280 N.W. South River Dr. Medley, FL 33(66 (305)' 983 -629! TC LL TC OL BC OL BC LL TOT.LD. 30.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 55.0 PSF DUR. FAC. 1.33 REF DATE 03 -13 -2002 DRWG 0/8 LEN. 260108 SPACING 24.0" TYPE hips Job: (010830021 BARRY UNIVERSITY STUDENT RES / T6 THIS DWG. PREPARED FROM COMPUTER INPUT (LORDS &DIMENSIONS)SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :TC2 2x4 SP #2: BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 Rv °1488# 1'4" 1'4" MRRTINEZ TRUSS CO., INC. 9280 N.V. South River Or. Medley ' FL 33168 (305T 883 -8261 6'8 "6 5'4 "6 13'0 "12 13'0 "12 U =1010# W-B" DESC. = T6 PLT. TYP.- WAVE_TPI95 TPI(STD) 14' 14' 13'0 "12 6'4 "6 W3X6 (B1] W3X4 25'1 "8 8'9 "13 17'3 "11 26'1 "8 7'5 "13 • 8'5 "14 26 8'9"13 12'1 "8 26'1 "8 19'5 "2 6'4 "6 OTY= 2 TOTAL= 2 e TRUSSES REOUIRE EXTREME CARE IN FABRICATING HRNDLING SHIPPING INSTALLING ANO BRRCING. REFER TO HI8-91 (HRNOLING INSTRLLING AND BRRCING) PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR. SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGIC CEILING. E•IMPORTANT•• FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOgg�,. ALPINE ENGINEERED PRODUCTS, INC. SHRLL NOT BE RESPONSIBLE FOR RNY DEVIATION FROM THI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRRCING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE RMERICRN FOREST AND PRPER ASSOCIATION) RNO TPI. RLPINE CONNECTORS ARE MADE OF 20GR ASTM R653 GRIM GRLV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FRCE OF TRUSS AND, UNLESS OTHERWISE LOCATED 0)■ THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 R -Z. THE SERL ON THIS DRAWING INDICRTES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY RNO USE OF THIS COMPONENT FOR ANY PRRTICULRR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI /TPI 1 -1995 SECTION 2 110 MPH WIND, 38.21 FT 'MEAN HGT, RSCE 7 =93, CLOSED BLDG NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 1 MI FROM COAST, CAT I, EXP C, WIND TC OL =5.0 PSF, WIND BC OLe5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. (A) CONTINUOUS LATERAL BRACING EOURLLY SPACED ON MEMBER. 26'1 "8 13'0 "12 26'1 "8 6 "6 0 Rv =1374# U =888# W °3" SEO = 62165 REV. 19.5d SCALE =0.2500 TC LL TC DL BC DL BC LL TOT.LO. DUR.FRC. SPACING 30.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 55.0 PSF 1.33 24.0" REF DATE 03 -13 -2002 DRWG 0/R LEN. 260108 TYPE comn Job: (01083002) BARRY UNIVERSITY - STUDENT RES / S6 TOP CHORD 2x6 SP #2 BOT CHORtI 2x6 SP #2 WEBS 2x4 SP #3 :Rt Wedge 2x4 SP #3: DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. Rv =1029# MRRTINEZ TRUSS CO., INC. 9260 N.V. South River Or. Medley, FL 33166 (305T 663 -6261 7'0 "11 10'6 12' U=718# W =8" 21'2" 1 .' 1 '5 21'2" PLT. TYP.- WAVE_TPI95 TPI(STD) 10' 45'4" 29'3 "3 11'4" Rv =3265# U =1948# W =8" 110 MPH WIND, 43.18 FT MEAN HGT, ASCE 7 -93, CLOSED BLOC NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, 1 MI FROM CORST, CRT I, EXP C, WIND BLDG, DL =5.0 PSF, WIND BC DL ■5.0 PSF. 45'4" (A) CONTINUOUS LATERAL BRACING EOUALLY SPRCED ON MEMBER. WARNING: FURNISH R COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING RND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. OTY= 1 TOTAL= 1 THIS DWG. PREPARED BY THE ALPINE JOB OESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 45'4" Rv =775# ..WARNING. TRUSSES REOUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING PL AND 583 SUITE N 200, MADISON �WI. 537191 FOR PRRCTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGIC CEILING. + +IMPORTANT+• FURNISH A COPY OF THIS DESIGN TO THE INSTALLRTION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: RNY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, - HRNDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST RND PAPER ASSOCIATION/ AND TPI. ALPINE CONNECTORS RRE MRDE OF 2008 RSTM A653 GR40 GPLV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCRTEO ON THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 R -Z. THE SEAL ON THIS DRAWING INDICATES RCCEPTANCE 11F PROFESSIONRL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING T L R P1 ITY , Td BU 0 • S G R P ; 'N /TP ' CT 3 a W3X8 W5X6(AI) 1 ■_•. 5"14 U =555# W =8" REV. 19.5o SCAL =0.1250 TC LL TC DL BC DL BC LL TOT.LD. 30. PSF 15.0 PSF 10.0 PSF 0.0 PSF 55.0 PSF DUR.FAC. 1.33 SPACING 24.0" REF DATE 11 -15 -2001 DRWG 0/A LEN. 450400 TYPE s. Job: (01083002) BARRY UNIVERSITY STUDENT RES / MG8 THIS DWG. PREPARED FROM COMPUTER INPUT (LORDS & OIMENSIONS)SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N r* *LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR * ** BOT CHORD 2x6 SP #1 Dense WEBS 2x4 SP #3 110 MPH WIND, 37.36 FT MEAN HGT, RSCE 7 -93, CLOSED BLDG, NOT LOCATED WITHIN 4.50 :Lt Wedge 2x6 SP #2: FT FROM ROOF EDGE, 1 MI FROM COAST, CRT I, EXP C, WIND TC DL -5.0 PSF, WIND BC DL =5.0 PSF. SPECIAL LORDS (LUMBER DUR.FAC. =1.33 / PLATE DUR.FAC. =1.33) RIGHT ENO VERTICAL NOT EXPOSED TO WIND PRESSURE. TC - From 90 PLF at 0.00 to 90 PLF of 8.00 BC - From 8 PLF of 0.00 to 8 PLF at 1.00 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LORD. BC - From 703 PLF at 1.00 to 703 PLF at 8.00 _W3X6(81) W4X10 154* MARTINEZ TRUSS CO., INC 9280 N.W. South River Or. Medley, FL 33168 MOST 883 -6201 4'5" 4'5" 4'5" 4'5' Rv=3025# U -1869# W =8" 12 4 W3X8 8' 8• 8' 3'7' W1.5X4 8' 3'7" W3X6 Rv =2624# U =1622# W =3" DESC. = MG8 SEO = 62185 PLT. TYP.- WAVE_TPI95 TPI(STD) OTY= 1 TOTAL= 1 REV. 19.5d SCALE = 0.5000 * *WARNING '.* TRUSSES REOUIRE EXTREME CARE IN FABRICRTING HANDLING, SHIPPING INSTALLING AND BRRCING. REFER TO HIB -9l (HANDLING INSTALLING AND BRACING) PUBLISHED BY TPI (TRUSS TC LL 30 .0 PSF REF PLRTE IOSPIRFOR, 583 H'SEOF C DR. SUIE 200 ERISE, NI. TE19) FOR SAFETY PRACTICES 3 DL 15.0 PSF DATE 03 -13 -2002 PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS bTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURRL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. * *IMPORTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLRTION CONTRACTOR. B C D L 1 . O PSF DRWG ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS `✓ �/� i DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING (f �' HANOLING, SHIPPING, INSTALLING RND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BC LL • 0 P S F PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PRPER ASSOCIATION) RND TPI. ALPINE CONNECTORS ARE MADE OF 20GR ASTM R653 GR40 GALV. STEEL TOT.LD. 55.0 PSF 0/R LEN. 8 EXCEPT THIS DESIGN, NOTED. APPLY OSITIONCO CONNECTORS TO C OF ECTORSPERDRAWINGS160A -Z. THE N SE UNLESS OTHERWISE L AL ON THIS DRAWINGINDICATES ACCEPTRNCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT D UR.F RC . 1 • 3 3 IS THE RESPONS BUILD 0 IGN DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING SPACING see above mono OF THE ER P R RN I / TPI 1 -1995 SE TIDN 2 TYPE Job: (01083002) BARRY UNIVERSITY - STUDENT RES / PI P2 P3 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)SUBMITTED BY TRUSS MFR. TOP CHOR0,2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :Lt Stubbed Wedge 2x4 SP #3: Rv =532# DESC. = P1 P2 P3 PLT. TYP.- WAVE_TPI95 U =341# Wf8 "' 9'8' 110 MPH WINO, 41.96 FT MEAN HGT ASCE 7 -93, CLOSED BLDG NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 1 MI FROM COAST, CAT I, EXP'C, WIND TC DL -5.0 PSF, WINO BC OL -5.0 PSF. RIGHT ENO VERTICAL NOT EXPOSED TO WINO PRESSURE. W3X4 Rv -532# U @372# TPI(STD) OTY= 3 TOTAL= 3 m s 0 M W °8' SE0 ° 62521 REV. 19.5d SCALE °0.5000 MARTINEZ TRUSS CO., INC. 9280 N.V. South River Dr. Medie , FL 33(66 MOST 883-6281 ..WARNING.. TRUSSES REOUIRE EXTREME CARE IN FABRICATING HANDLING, , SHIPPING INSTALLING RND BRACING. REFER TO HI8-91 (HANDLING INSTRLLING AND BRACING), PUBLISHED BY TPI (TRUSS, PLRTE INSTITUTE, 583 O'ONOFRIO OR. SUITE 200, MADISON,. WI. 537191 FOR SAFETY PRACTICES I PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURRL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGIC CEILING. ..IMPORTANT.. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR•. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING RND BRRCING OF TRUSSES. DESIGN CONFORMS WITH APPLICRBLE� PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE RMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS RRE MADE OF 20GR RSTM R653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, NLESS OTHERWISE LOCATED ON THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE DESIGN, PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF TILE BUILDING DESIGNER PER RNSI /TPI 1-1995 SECTION 2 TC LL TC DL BC DL BC LL TOT.LD. 30.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 55.0 PSF DUR . FAC . 1.33 'SPACING 24.0" REF DATE 03 -14 -2002 ORWG 0/A LEN. 90800 TYPE hi pm Job: (01083002) BARRY UNIVERSITY - STUDENT RES / J2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP' #2 N WEBS 2x4 SP #3 W2X4(BI)- • 12 41 2' W3X6(0L) 1'4" 5'!q W 1'42 8" For 3 OESC. = J2 PLT. TYP.- WAVE_TPI95 TPI(STD) 0 2'. Rv =388# U °345# W =8" R.' -83# U =180# NAILED OTY= 26 TOTAL= 26 110 MPH WINO 39.49 FT MEAN HGT, ASCE 7 -93 CLOSED BLDG, LOCATED ANYWHERE IN ROOF, 1 MI FROM COAST, CAT I, EXP C, WIND fC OL =5.0 PSF, WINO BC DL-‘5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LORD. SED = 62536 REV. 19.Sd SCALE = 0.5000 MARTINEZ TRUSS CO., INC. 9280 N.W. South River Dr. Medley, FL 33166 (3057 883 -6261 * *WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING SHIPPING INSTALLING AND BRACING. REFER TO HI8 - 91 (HANDLING INSTALLING AND BRACING) PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PRNELS RNO BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. * *IMPORTANT ** FURNISH R COPY OF THIS DESIGN TO THE INSTRLLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: RNY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING RND BRACING OF TRUSSES. DESIGN CONFORMS WITH RPPLICABL. PROVISIONS OF NOS (NRTIONAL DESIGN SPECIFICRTION PUBLISHED BY THE RMERICRN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAASTM R653 GRgO GRLV. STEEL EXCEPT RS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0' THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SERL ON THIS DRAWING INDICATE£ ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING TH '_P., I Y iF T. . * - P TP - E T 1 TC LL TC DL BC DL BC LL, TOT.LD. 30.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 55.0 PSF DUR . FAC . 1.33 SPACING 24.0" REF DATE 03 -14 -2002 DRWG 0/A LEN. 2 TYPE ock Job: (01083002) BARRY UNIVERSITY - STUDENT RES / J3 THIS DWG. PREPARED FROM COMPUTER INPUT (LORDS & DIMENSIONS)SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N :Lt Stubbed Wedge 2x6 SP #2: W3X8 (G1) Q) T 9"I9 Rv =165# DESC. = J3 PLT. TYP. WAVE_TPI95 3' 4 2 3 14v -128# U -180# NAILED 3' U °180# W=8" Rv =37# U =180# NAILED TPI (STD) OTY= 1 TOTAL= 1 110 MPH WIND, 39.99 FT MEAN HGT ASCE 7 -93, CLOSED BLDG NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 1 MI FROM COAST, CRT I, EXP C, WIND TC DL =5.0 PSF, WIND BC DL =5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LORD. SE0 = 62563 REV. 19.5d SCALE = 0.5000 MRRTINEZ TRUSS CO., INC. 9280 N.V. South River Or. Medley, FL 33168 (305T 883 -6281 * *WARNING *■ TRUSSES - REOUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING RNO BRACING. REFER TO HIB-SI (HANDLING INSTRLLING AND BRACING) PUBLISHED BY TPI (TRUSS PLRTE INSTITUTE, 583 D'ONOFRIO OR. SUITE 200 MADISON, WI. 53719] FOR SAFETY PRACTICES PROP TO PROPERLY ATTACHED ACHEDSTRUCTU FUNCTIONS. UNLESS STRUCTURAL PANELS ANDBO OTHERWISE INDICATED, OMCHOROSHALL CHORD HAVE A PROPERLYATTACH HAVE CEILING. **IMPORTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTRLLRTION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHRLL NOT BE RESPONSIBLE FOR RNY OEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMRNCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION] AND TPI. RLPINE CONNECTORS ARE MADE OF 20GR RSTM A653 GRgo GRLV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0) THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A -Z: THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI /TPI 1-1555 SECTION 2 TC LL 30.0 PSF TC DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT . LD . 55.0 PSF DUR. FRC . 1.33 SPACING 24.0" REF DATE 03 - 14 - 2002 DRWG 0/A LEN. 4 TYPE jock Job :(01083002) BARRY UNIVERSITY- STUDENT RES / J4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 W2X4 (81) 2'6 "4 Rv =332# DESC. = J4 PLT. TYP.- WAVE_TPI95 TPI(STD) 419 NAILED ► 1 ao 4' U =260# W =8" Rv -11# U -180# NAILED OTY= 25 TOTAL= 25 110 MPH WINO 39.82 FT MEAN HGT, ASCE 7 -93 CLOSED BLDG, LOCATED ANYWHERE IN ROOF, 1 MI FROM COAST, CAT I, EXP C, WIND TC DL =5.0 PSF, WIND BC DL =5.0 PSF. DEFLECTION MEETS L /360 LIVE AND L/240 TOTAL LORD. SE0 = 62538 REV. 19.5d SCALE =0:5000 MARTINEZ TRUSS CO., INC. 9280 N.W. South River Or. Medley, FL 33166 (305T 883 -8281 ■•WARNING *. TRUSSES REOUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING PLATE INSTITUTE, TO HIB-S1 INSTALLING AND MADISON W WI. 53719) PUBLISHED FET (TRUSS SAFETY PRACTICES PROPERLY ATTACHED AND BOTTOM PROP RIGIC CEILING. * *IMPORTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY OEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABL PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 200A ASTM A653 GREW GPLV. STEEL EXCEPT RS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, NLESS OTHERWISE LOCATED ON THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES RCCEPTRNCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY RND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING I Y T.L B ' N ' N N P - TC LL TC DL BC DL BC LL TOT.LD. 30.0 PSF 15.0 PSF 10.0 PSF 0 . 0 PSF 55.0 PSF DUR . FAC . 1.33 SPACING 24.0" REF DATE 03 -14 -2002 DRWG 0/A LEN. 4 TYPE 'ack Job :(01083002) BARRY UNIVERSITY- STUDENT RES / J6 TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 W2X4 (B1) 1'4' 1'4' M145X4 MARTINEZ TRUSS CO., INC. 9280 N.V. South River Dr. Medley, FL 33188 1305T 883 -6261 6' Rv =423# U =312# W =8" DESC. a J6 PLT. TYP.- WAVE_TPI95 TPI(STO) 4 "4 6' '$' 6 4.8" Rv- U -180# NAILED 0 49 Rv =48# U -180# NAILED OTY= 28 TOTAL= 28 "WARNING ** TRUSSES REOUIRE EXTREME CRRE IN FABRICATING, � HANDLING SHIPPING INSTALLING RND BRRCING. REFER TO HIB -91 (HRNOLING INSTRLLING AND MIMING], PUBLISHED BY TPI (TRUSS PR PLA R TE TO S PERFOR(1ING 3 THESE FUNCTIONS. SU UNLESS O OTHERW ISE T SHRLLCHAVE S PROPERLY RTTRCHED STRUCTURRL PANELS AND BOTTOM CHORO SHRLL HAVE A PROPERLY ATTACHED RIGIC CEILING. * *IMPORTRNT ** FURNISH R COPY OF THIS DESIGN TO THE INSTRLLRTION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHRLL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THI DESIGN: RNY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICRBL PROVISIONS OF NOS (NRTIONRL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST RNO PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS RRE MADE OF 20GA ASTM R653 GRgo GRLV. STEEL EXCEPT RS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION CONNECTORS PER DRAWINGS I60 A -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR RNY PARTICULAR BUILDING TY ! TH B �.N ! N_" P A / P THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 110 MPH WIND, 40.16 FT MEAN HGT, ASCE 7 -93, CLOSED BLDG NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 1 MI FROM COAST, CAT I, EXP C, WIND .TC DL ®S.0 PSF, WINO BC DL -5.0 PSF. l4 SE0 = 62532 REV. 19.5d SCALE =0.5000 TC LL TC OL BC DL BC LL TOT.LD. DUR.FRC. SPACING 30.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 55.0 PSF 1.33 24.0" REF DATE 03-14-2002 DRWG 0/A LEN. 6 TYPE 'ack Job: (01083002) BARRY UNIVERSITY - STUDENT RES / J65 THIS DWG. PREPARED FROM COMPUTER INPUT (LORDS & DIMENSIONS)SUBMITTEO BY TRUSS MFR. TOP CHORD 2,0 SP #2 N BOT CHORD( 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5 " 1'4" 1 4 111111gil, 1' 1'4" W145X4 Rv =449# OESC. = J65 PLT. TYP.- WAVE_TPI95 3'4" 2' 4 12 W3X4 5'7 "3 6'10 "8 6'10" 6 "8 6'10 "8 U =322# W =8" TPI (STD) 6'10 "8 3'6 "8 W2X4 W3X4 W3 t 3 8 N Rvm292# U =243# W =3" IT co OTY= 3 TOTAL= 3 110 MPH WINO, 39.64 FT MEAN HGT, ASCE 7 -93, CLOSED BLDG NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 1 MI FROM COAST, CAT I, EXP C, WIND TC 0L=5.0 PSF, WINO BC OL =5.0 PSF. ROOF OVERHANG /CANTILEVER SUPPORTS 2.00 PSF SOFFIT LOAD. SE0 = 62565 REV. 19.5d SCALE =0.5000 MRRTINEZ TRUSS CO., INC. 9280 N.W. South River Or. Medley, FL 33166 13051' 883 -6261 * *WARNING ** TRUSSES REOUIRE EXTREME CRRE IN FABRICATING HANDLING SHIPPING INSTALLING AND BRRCING. REFER TO HIB -91 (HRNOLING INSTALLING AND BRACING) PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO DR. SUITE 200, MADISON, WI. 53719) FOR 53719) PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHRLL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE n PROPERLY ATTRCHED RIGIC CEILING. * *IMPORTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FRILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH AP ?LIC PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS RRE MADE OF 20GA RSTM A653 GR90 GRLV. STEEL EXCEPT AS NOTED. RPPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCRTED 0? THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES RCCEPTRNCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PRRTICULRR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI /TPI 1 SECTION 2. TC LL TC DL BC OL BC LL TOT.LD. 30.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 55.0 PSF DUR . FAC . 1.33 SPACING 24.0" REF DATE 03 -14 -2002 DRWG 0/A LEN. 61008 TYPE mono Job= (01083002) BARRY UNIVERSITY- STUDENT RES / J6A THIS OWG. PREPARED FROM COMPUTER INPUT (LORDS & DIMENSIONS)SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N :Lt Stubbed Wed98 2x6 SP #2: Rv =275# DESC. = J6A PLT. TYP.-WAVE_TPI95 TPI(STO) MRRTINEZ TRUSS CO., INC 9280 N.W. South River Dr. Medley, FL 33166 (30ST 883 -6261 5' 5' Rv -210# U -189# NRILED U =180# • W =8" Rv =65# U =180# NRILED OTY= 2 TOTAL= 2 "WARNING.. TRUSSES REOUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING AND BRACING. REFER TO HIB -9I (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO OR., SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGIC CEILING. +•IMPORTANT.* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRRCING OF TRUSSES. DESIGN CONFORMS WITH APPLICABL PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICRN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GR ASTM A653 GRgo GALV. STEEL EXCEPT RS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, NLESS OTHERWISE LOCRTEO Oh THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 R - Z. THE SEAL ON THIS DRAWING INOICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR RNY PARTICULAR BUILDING TH P. : I Y ' N O _ NR P P T IN 110 MPH WIND, 40.32 FT MEAN HGT, ASCE 7 -93, CLOSED BLDG NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 1 MI FROM COAST, CAT I, EXP C, WINO TC DL =5.0 PSF, WINO BC DL =5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LORD. SE0 = 62528 REV. 19.5d SCALE =0.5000 TC LL TC DL BC DL BC LL TOT.LO. 30.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 55.0 PSF OUR . FAC . 1.33 SPACING 24.0" REF DATE 03 -14 -2002 DRWG 0/A LEN. 6 TYPE ock Job = (01083002) BARRY UNIVERSITY- STUDENT RES / J8 THIS OWG. PREPARED FROM COMPUTER INPUT (LORDS & DIMENSIONSISUBMITTED BY TRUSS MFR. TOP CHORD, 2x4 SP #2 N DOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 W2X4 (81) m s "14 1'4' Rv =514# U =358# W -8" DESC. = J8 PLT. TYP.- WAVE_TPI95 TPI(STD) 5'.3 "12 3'11 "12 8 . 8' 6'6 "4 8' 6'8" 8' 2'8 "4 Rv -249# U -214# NRILED Rv -105# Um180# NRILED OTY 45 TOTAL= 45 110 MPH WIND, 37.36 FT MEAN HGT ASCE 7 -93, CLOSED SLOG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 1 MI FROM COAST, CAT I, EXP C, WINO TC OL -5.0 PSF, WIND BC DL -5.0 PSF. SEO = 62574 REV. 19.5d SCALE -0.5000 NRRTINEZ TRUSS CO., INC. 9280 N.V. South River Or. Med(eo, FL 33168 (305T 883 -8281 "WARNING.. TRUSSES REOUIRE EXTREME CARE IN FRBRICRTING HRNOLING SHIPPING INSTRLLING, PLATE INSTITUTE, TO HIB-91 INSTRLLING AND MADISON, �WI. 53719) FOR SAFETY PRRCTICES PRIOR TO PROPERLY ATTACHEO AND BOTTOM INDICATED, HAVE CEILING. "IMPORTANT" FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. RLPINE ENGINEERED PRODUCTS, INC. SHRLL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTRLLING RND BRACING OF TRUSSES. DESIGN CONFORMS WITH RPPLICR PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE RMERICRN FOREST ANO PRPER RSSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20014 P5TM 8653 GR40 GALV. STEEL EXCEPT AS NOTEO. APPLY CONNECTORS TO EACH FACE OF TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 R -Z. THE SEAL ON THIS DRAWING INDICRTEE ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI /TPI 1 -1995 SECTION 2. TC LL 30.0 PSF TC DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT . LD . 55.0 PSF DUR . FAC . 1.33 SPACING 24.0" REF DATE 03 -14 -2002 DRWG 0/A LEN. 8 TYPE jock Job: (01083002) BARRY UNIVERSITY - STUDENT RES / J8A THIS DWG. PREPARED BY THE ALPINE J08 DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CH0R0.2x4 SP #2 N BOT CHORD 2x4 SP #2 N :Lt Stubbed Wedge 2x6 SP #2: Rv -385# U -225# W -8" tIARTINEZ TRUSS CO., INC. 9280 N.W. South River Dr. Medley, FL 33166 (305T 883 -6261 7 Rv -291# U -260# NAILED Rv -94# U -180# NAILED DESC. = J8A PLT. TYP.- WAVE_TPI95 TPI(S.TD) OTY= 10 TOTAL= 10 * *WRRNING** TRUSSES REOUIRE EXTREME CRRE IN FABRICATING HANDLING SHIPPING INSTALLING RNO BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO OR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHRLL HAVE PROPERLY ATTACHED STRUCTURAL PANELS RNO BOTTOM CHORD SHRLL HAVE 11 PROPERLY ATTACHED RIGIC CEILING. * *IMPORTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR RNY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICRB PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTOR$ ARE MADE OF 20GA ASTM R653 GRgO GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE DESIGN, PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI /TPI 1 -1895 SECTION 2 110 MPH WIND, 40.66 FT MEAN HGT ASCE 7 -93, CLOSED BLDG NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 1 MI FROM COAST, CRT I, EXP C, WIND TC OL -5.0 PSF, WIND BC DL =5.0 PSF. SEO = 62540 REV. 19.5d SCALE =0.5000 TC LL 30.0 PSF REF TC OL 15.0 PSF DATE 03 -14 -2002 BC DL 10.0 PSF DRWG C1 BC LL 0 • 0 PSF TOT . LD . 55.0 PSF 0/A LEN. OUR . FAC . . 1.33 SPACING 24.0" 7 TYPE e jack Job: (01083002) BARRY UNIVERSITY STUDENT RES / J8B THIS DWG. PREPARED BY THE ALPINE JOB OESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 W2X4 (B1) 5 "19 1'4' 1'4" DESC. = J8B PLT. TYP.- WAVE_TPI95 4'2" 2'10" 8' 3'10" Rv -132# U -180# NAILED 8' Rv =465# U ■352# W =8" Rv °292# U -239# W-8" Rvo -22# U -180# NAILED TPI (STD) OTY= 5 TOTAL= 5 110 MPH WINO, 50.74 FT MEAN HGT, ASCE 7 -93, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 1 MI FROM COAST, CAT I, EXP C, WINO TC DL =5.0 PSF, WIND BC DL =5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LORD. SEO = 62572 REV. 19.5d SCALE =0.5000 MARTINEZ TRUSS CO., INC. 9280 N.V. South River Dr. Medley, FL 33166 (30ST 883 -6281 * *WARNING ** TRUSSES REOUIRE EXTREME CARE IN FRBRICRTING HANDLING SHIPPING INSTALLING PLATER INSTITUTE, T D'ONOF O SUITE MADISON, FOR PRRCTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGIC CEILING. **IMPORTANT**. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. RLPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMRNCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTRLLING RND BRACING OF TRUSSES. OESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) RND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GRgO GRLV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED On THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SERL ON THIS GRRWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY RND USE OF THIS COMPONENT FOR RNY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI /TPI 1-1995 SECTION 2 (41(r)- TC LL TC OL BC OL BC LL TOT.LD. 30.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 55.0 PSF DUR . FAC . 1.33 SPACING 24.0" REF DATE 03 -14 -2002 DRWG 0/A LEN. 8 TYPE e jock Job: (01083002) BARRY UNIVERSITY STUDENT RES / J8C THIS DWG. PREPARED FROM COMPUTER INPUT (LORDS & OIMENSIONS)SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 37.22 FT MEAN HOT, SCE 7-93, CLOSED BLDG NOT LOCATED WITHIN 4.50 BOT CHORD 2x4 SP #2 N FT FROM ROOF EDGE, 1 MI FROM COAST, CAT I, EXP C, WIND TC DL =5.0 PSF, WIND BC WEBS 2x4 SP #3 DL =5.0 PSF. DEFLECTION MEETS L/360 LIVE RND L/240 TOTAL LORD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. W2X4 (B I) (0 o N 5'19 1'4" 9280 N.V. South Rfver Or. Medley, FL 33166 (305Y 883 -6261 3'8 "12 2'4 "12 12 p W3X4 1 ��® 6 - 8 1'4" 7'1 W145X4 7'1"8 5'9"8 Rv =468# U =330# W =8" 7'1 "8 7'1"8 3'4 "12 W1.5X4 W3X4 W3 0 Rv =303# • U =249# W =8" DESC. = J8C SECT = 62215 PLT. TYP.- WAVE_TPI95 TPICSTD) OTY= 1 TOTAL- 1 REV. 19.Sd SCALE =0.5000 * *WARNING ** TRUSSES REOUIRE EXTREME CRRE IN FABRICATING HANDLING SHIPPING INSTALLING AND BRACING. REFER TO H18-91 (HANDLING INSTALLING AND BRACING) PUBLISHED BY TPI (TRUSS TC LL 30.0 PSF REF PLATE INSTITUTE, 583 D'ONOFRIO DR. SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES TC DL 15.0 PSF DATE 03-13-2002 PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICRTED TOP CHORD SHALL HRVE PROPERLY ATTACHED STRUCTURAL PANELS RND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGIC DESIGN: RNY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, I BC L L PSF CEILING. * *IMPORTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. B C D L 1 PSF DRWG ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR RNY DEVIATION FROM THIS ` HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH AP.LICRBL l PROVISIONS OF NOS (NRTIONRL DESIGN SPECIFICATION PUBLISHED BY THE RMERICRN FOREST AND MARTINEZ TRUSS CO., INC. PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GRLV. STEEL TOT.LD. 55.0 PSF 0/A LEN. 70108 EXCEPT RS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON ACCEPTANCE SOLELY INDI DUR.F•R C • 1.33 DESIGN SHOWN SIBIL SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING S PACING 2 " mono IS THE RE PONITY OF T B I DING 0 SIGNER PER ANSI /TPI 1 1995 S CTION T Y P E Job: (01083002) BARRY UNIVERSITY STUDENT RES / J8D THIS DWG. PREPARED BY THE ALPINE JOB OESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 W2X4 (B1) 1'4" 1'4' Rv =388# DESC. = J8D PLT. TYP.- WAVE_TPI95 MARTINEZ TRUSS CO., INC. 9280 N.W. South River Or. Medtey, FL 33186 (3051' 883 -8281 U =274# W =8" TPI (STD) 6'4" 5' 8' 8 ' iV H Rv -Lt# U -180# NAILED I P O N th N T 3'8 Rv -555# U =520# W -8" Rv - -23# U -180# NAILED OTY= 1 TOTAL= 1 * *WARNING ** TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING SHIPPING INSTALLING RND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLPTE INSTITUTE, PRIOR TOPERFOING FUNCT OTHERWISE INDICATED, TOP R CHORD TSHRLL PRACTICES HRVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HRVE P PROPERLY ATTACHED RIGIC CEILING. * *IMPORTANT ** FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHRLL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS c DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICRBI.C+ PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PRPER ASSOCIRTION) RND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GRLV. STEEL EXCEPT AS NOTED. RPPLY CONNECTORS TO ERCH FACE OF TRUSS RND, UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION CONNECTORS PER DRAWINGS L60 R -Z. THE SEAL ON THIS ORING INOICRTES ACCEPTANCE O OWNING F PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY RND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING S T _ Pik I:I TY • :U S ■ : T -19 T .N 110 MPH WINO, 50.74 FT MEAN HGT ASCE 7 -93, CLOSED BLDG NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 1 MI FROM COAST, CRT I, EXP C, WIND TC OL =5.0 PSF, WIND BC DL =5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LORD. REV. TC LL TC DL BC DL BC LL TOT.LD. DUR.FAC. SPACING SE0 = 62570 19 5d SCALE = 0.5000 30.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 55.0 PSF 1.33 24.0" REF DATE 03 -14 -2002 DRWG 0/A LEN. 8 TYPE s•ec Job= (01083002) BARRY UNIVERSITY - STUDENT RES / CJ6 THIS DWG. PREPARED FROM COMPUTER INPUT (LORDS & OIMENSIONS)SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LORD. MRRTINEZ TRUSS CO., INC. 9280 N.W. South River Dr. Medley, FL 33186 (3OST 883 -6261 Rv =390# U °252# W =11 "5 DESC. = CJ6 PLT. TYP.- WAVE_TPI95 TPI(STDI 110 MPH WIND, 28.49 FT MEAN HOT, RSCE 7 -93 CLOSED BLDG, LOCATED ANYWHERE IN ROOF, 1 MI FROM COAST, CRT I, EXP C, WIND TC DL -5.O PSF, WIND BC OL -5.0 PSF. HIPJRCK SUPPORTS 5 -10 -9 SETBACK JACKS WITH NO WEBS. 318 Rv °514# U °332# W °3" OTY= 1 TOTAL= 1 * *WARNING ** TRUSSES REOUIRE EXTREME CRRE IN FABRICATING HRNOLING, SHIPPING INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTRLLING AND BRACING), PUBLISHED BY TPI (TRUSS PRIOR INSTITUTE, TOPERFORM 583 INGTHESEFUNCTIONS. SUITE UNLESS O 9 1 OTHERWISE INDICATEDTOPR SAFETY PRACTICES CHORDSHALLHAVE PROPERLY ATTACHED STRUCTURRL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGIC CEILING. * *IMPORTANT ** FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THI DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTRLLING RND BRACING OF TRUSSES. DESIGN CONFORMS WITH RPPLICABL PROVISIONS OF NOS (NRTIONRL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS RRE MADE OF 20GR RSTM A653 GR GRLV. STEEL EXCEPT RS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 R -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE DESIGN, PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR RNY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI /TPI 1-1995 SECTION 2 _4z7' SEC - 62616 REV. 19.5d SCALE = 0.5000 TC LL 30.0 PSF REF TC DL 15.0 PSF DATE 03-14 -2002 BC DL 10.0 PSF DRWG BC LL 0.0 PSF TOT:LD. 55.0 PSF 0/R LEN. 80513 OUR.FRC. 1.33 SPACING see above TYPE jack Job: (01083002) BARRY UNIVERSITY - STUDENT RES / CJ8 THIS DWG. PREPARED FROM COMPUTER INPUT (LORDS & OIMENSIONS)SUBMITTEO BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 s 8511 1'10 " 1'10 "10 3'5 "11 1'7 "1 22X41613 f —■1 01 , 1"44441 k 10 , W3X6 M _ 1'10 "10 1 5'7 "14 5'6 "14 DESC. = CJ8 PLT. TYP.- WAVE_TPI95 TPI(STD) 3 8"4 Rv =747# U =407# W =11 "5 2.83 12 BC1 11'3 "12 7 "3 3'11 "8 3X4 11'3 "12 11'3 "12 -36# W3 9'10 "12 110 MPH WINO, 37.36 FT MEAN HGT, RSCE 7 -93 CLOSED BLDG, LOCATED ANYWHERE IN ROOF, 1 MI FROM CORST, CRT I, EXP C, WIND fC OLm5.0 PSF, WIND BC OL-5.0 PSF. DEFLECTION MEETS L /360 LIVE AND L/240 TOTAL LORD. 11'1 "12 5'6 "14 5'7 "14 11'1 "12 3'8 "9 W2 OTY= 8 TOTAL= 8 W4 W5X6 (Rl 11'3 "12 2 W5 11 3 "12 2 3 i8 Rv =842# U =588# W =3" M SE0 = 62576 REV. 19.5d SCALE = 0.5000 MRRTINEZ TRUSS CO., INC. 9280 N.V. South River Dr. Medley, FL 33166 (305T 883 -6281 * *WARNING ** TRUSSES REOUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTRLLING AND BRACING. REFER TO HIB -91 (HANDLING INSTRLLING AND BRACING), PUBLISHED BY TPI (TRUSS PRIOR INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, FOR OTHERWISE INDICATED, TOPCH T PRACTICES ORDSHALLHAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTRCHED RI CEILING. * *IMPORTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR RNY DEVIATION FROM THIS DESIGN: RNY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANOLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) RND TPI. ALPINE CONNECTORS RRE MADE OF 20GR ASTM R653 GR90 GRLV. STEEL EXCEPT RS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION CONNECTORS PER DRRWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PRRTICULRR BUILDING T Po.SI: I Y iF T :U 'IN • I ' P - AN I /T• - �N TC LL TC DL BC DL BC LL TOT.LD 30.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 55.0 PSF OUR . FAC . 1.33 SPACING see above TYPE REF • DATE 03 -14 - 2002 DRWG 0/A LEN. 110312 'ock Job: (01083002) BRRRY UNIVERSITY- STUDENT RES / CJ8R THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N B0T CHORD 2x4 SP #2 N WEBS 2x4 SP #3 • 542X4 (R1) S i g 1 1'10 "10 1 1 " 10 1'10 "10 1 5'9 "12 3'11 "2 2.83 12 W3X8 5'9 "12 3'11 "2 11'3 "12 • 11'3 "12 W1 . 11'3 "13 11'3 "13 2'9 "3 -50# Rv =287# U =227# W =11 "5 DESC. = CJBR PLT. TYP.- WAVE_TPI95 TPI(STO) 8'6 "9 9'3"14 - 3'6 "2 110 MPH WIND, 50.74 FT MEAN HOT, ASCE 7 -93, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, 1 MI FROM COAST, CAT I, EXP C, WIND TC OL =5.0 PSF, WIND BC DL =5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 11'0 "4 5'2 "8 WSX6 (R) QTY= 1 TOTAL= 1 11'3"13 11'3 3 "8 W5 1 4 "15 11'0 "4 1111'27;13 W3X4 l'Wr65X4 21 S 0 318 N Rv=1094# U =786# W =11 "5 Rv = -57# U =180# W =3" 316 SEO = 62580 REV. 19.5d SCALE =0.5000 MARTINEZ TRUSS CO., INC. 9280 N.V. South River Or. Medley, FL 33166 1305T 883 -6281 "WARNING +. TRUSSES REQUIRE EXTREME CRRE IN FABRICATING HANDLING SHIPPING INSTALLING AND BRRCING. REFER TO HIB -91 (HRNOLING INSTALLING AND BRACING) PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200 MADISON, WI. 537151 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PRNELS RND BOTTOM CHORD SHALL HAVE P PROPERLY ATTACHED RI •.. i CEILING. eeIMPORTANT *. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHRLL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST FIND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE' OF 20GA ASTM A653 GRRO GRLV. STEEL EXCEPT RS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0h THIS OESIGN POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SPRL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONRL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN: THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING SPACING see above h i p •nck IS THE RESPONSIBILITY OF THE BUI DING ❑ SIGNER PER ANSI /TPI 1 1 S CTION 2 TYPE P E TC LL TC DL BC DL BC LL TOT.LD 30.0 PSF 15. PSF 10.0 PSF 0.0 PSF 55.0 PSF DUR . FRC . 1.33 REF DRTE DRWG 03 -14 -2002 0/R LEN. 110300 Job:(01083002) BARRY UNIVERSITY - STUDENT RES / CJ8B THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CH0130 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 w 1'10"10 1'10 "10 X1'5" 1'10 "10 1'l04TIlOSX4 .2'9 "3 OESC. = CJ8B PLT. TYP.- WAVE_TPI95 TPI(STD) 5'9"12 3"8 3'11 "2 -50# Rv =212# U =180# W =11 "5 2.83 12 W3X8 5'9 "12 3'11 "2 11'3 "12 11'3 "12 y.1 11'3 "13 11'3 "13 8'5 "12 2 8'6"9 11'0 "4 5'2 "8 W5X6 (R) W3X4 QTY= 1 TOTAL= 1 110 MPH WINO 50.74 FT MEAN HGT, RSCE 7 -93 CLOSED BLDG, LOCATED ANYWHERE IN ROOF, 1 MI F COAST, CAT I, EXP C, WIND TC DL =5.0 PSF, WIND BC DL =5.0 PSF. DEFLECTION MEETS L/360 LIVE RND L/240 TOTAL LORD. 11'3 "13 w 11'3 W5 2'4 "4 11'0 "4 1111'2T 113 2'6 "8W1.5X4 3 1 8 N o (0 . N N 1 'Rv =951# U =707# W =11 "5 Rv.-162# U =180# W =3 r 3 - 6 SEO = 62578 REV. 19.5d SCALE = 0.5000 MRRTINEZ TRUSS CO., INC. 9280 N.W. South River Or. Medley, FL 33186 (3051' 883-6261 ■+WARNING•• TRUSSES REOUIRE EXTREME CRRE IN FABRICATING HANDLING SHIPPING, INSTALLING BRACING. REFER TO HIB-SI INSTRLLING AND 53719)) FOR PRACTICES (TRUSS PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHRLL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHRLL HAVE I( PROPERLY ATTACHED RIGIC CEILING. *.IMPORTANT.. FURNISH R COPY OF THIS DESIGN. TO THE INSTRLLRTION CONTRACTOR. RLPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: RNY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTRLLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABL PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR90 GRLV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 R -Z. THE SEAL ON THIS DRAWING INDICRT£P ACCEPTANCE DESIGN, PROFESSIONRL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PRRTICULAR BUILDING PIN TY 1 ,l - 1 1 ER P - R /TP 1N ► � G / I (� v TC LL TC DL BC DL BC LL TOT.LO. 30.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 55.0 PSF DUR . FRC . 1.33 SPACING see above TYPE REF DATE 03 - 14 - 2002 DRWG 0/R LEN. 110300 hi . _ 'a Job:(01083002) BARRY UNIVERSITY - STUDENT RES / CJ71 THIS DWG. PREPARED FROM COMPUTER INPUT (LORDS & DIMENSIONS)SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 HIPJACK SUPPORTS 7 -1 -8 SETBRCK JACKS. JACKS UP TO 7' HAVE NO WEBS. LONGER JRCKS SUPPORTED TO BC. '5" W1.5X4 Rv -549# U -383# W -11 "5 OESC. = CJ71 PLT. TYP.- WAVE_TPI95 TPI(STD) 10'0 "15 10'0'15 8'7 "15 110 MPH WIND, 37.22 FT MEAN HGT, RSCE 7 -93, CLOSED BLDG, LOCATED RNYWHERE IN ROOF, 1 MI FROM COAST, CAT I, EXP C, WIND TC DL -5.0 PSF, WIND BC DL —S.0 PSF. RIGHT ENO VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/380 LIVE AND L/240 TOTAL LOAD. W3X4 OTY= 1 TOTAL= 1 W3 co 0 CV Rv "789# U =551# W -11 "5 SEO 62588 REV. 19.5d SCALE =0.5000 MARTINEZ TRUSS CO., INC. 9280 N.M. South River Or. Medley, FL 33166 (305T 883 -6261 **WARNING *■ TRUSSES REQUIRE EXTREME CRRE IN FABRICATING HANDLING SHIPPING INSTALLING PLATE INSTITUTE, TO HIB-SI SUITE MADISON, WI. 53719)) FOR FT PRRCTICES PROPERLY RTTTRCHED STRUCTURAL RND BOTTO PROPERLLYY HAVE CEILING. * *IMPORTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTRLLATION CONTRRCTOR ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FRILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HRNOLING, SHIPPING, INSTALLING RND BRACING OF TRUSSES. DESIGN CONFORMS WITH RPPLICRBLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) RND TPI. ALPINE CONNECTORS ARE MADE OF 20GR RSTM 8653 GR90 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION CONNECTORS PER DRAWINGS I60 A -Z. THE SEAL ON THIS ORRWING INDICATE£. ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PRRTICULRR BUILDING T SLR P TC LL TC OL BC DL BC LL TOT.LD. 30.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 55.0 PSF DUR . FAC . 1.33 SPACING see obove TYPE REF DATE 03 -14 -2002 DRWG 0/A LEN. 100015 'ack Job:(01083002) BARRY UNIVERSITY- STUDENT RES / HV6 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS/SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N B0T CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DESC. = HV6 PLT. TYP.- WAVE_TPI95 6' 6' TPI (STD) VI.5X4 R ®110pIf W =S' 110 MPH WINO, 38.02 FT MEAN HUT, SCE 7 -93, CLOSED BLDG NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 1 MI FROM COAST, CRT I, EXP C, WIND BLDG, DL -5.0 PSF, WIND BC DL -5.0 PSF. RIGHT ENO VERTICAL NOT EXPOSED TO WIND PRESSURE. SEE DWG VALTRUSS1001 FOR VALLEY DETAILS. SE0 ° 26907 OTY= 1 TOTAL= 1 REV. 19.5o SCALE =0.5000 .MARTINEZ TRUSS CO., INC. 9280 N.W. South River Or. Medley, FL 33166 (305T 883 -6261 '+WARNING. TRUSSES REOUIRE EXTREME CRRE IN FABRICATING HANDLING SHIPPING INSTALLING ANO BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING) PUBLISHED BY TPI (TRUSS ^ TC LL PRIOR TO FUNCTIONS. UNLESSUITE 2 O INDICATED TOP CHORD C DL PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORO SHALL HAVE A PROPERLY ATTACHED RIG v CEILING. "IMPORTANT*. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC D L ALPINE ENGINEEREO PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILO THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE J � � BC LL PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PRPER RSSOCIRTIONI AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM R653 GRgO GALV. STEEL T O T.L D . EXCEPT AS NOTED. -APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0M1 THIS DESIGN POSITION CONNECTORS PER DRAWINGS 100 -R-2. THE S�RL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILOING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI /TPI I-199S _SECTION 2. 30.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 55.0 PSF DUR . FAC . 1.33 SPACING 24.0" REF DATE 11 -15 -2001 DRWG 0/A LEN. 6 TYPE vn I Job:(01083002) BARRY UNIVERSITY - STUDENT RES / HV4 TOP CHORD 2x4 SP #2 N BOT CHOFO 2x4 SP #2 N WEBS 2x4 SP #3 SEE.DWG VRLTRUSS1001 FOR VALLEY DETAILS. MARTINEZ TRUSS CO., INC. 9280 N.W. South River Or. Medley, FL 33188 (30ST 883 -8291 4' Wi.5X4 R =110p1r W =4' THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & OIMENSIONS)SUBMITTED BY TRUSS MFR. 110 MPH WINO, 38.52 FT MEAN HGT, RSCE 7 -93, CLOSED BLDG NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 1 MI FROM COAST, CRT I, EXP C, WIND BLDG, OLm5.0 PSF, WIND BC DLm5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LORD. DESC. = HV4 PLT. TYP.- WAVE_TPI95 TPI(STD) OTY= 1 TOTAL= 1 * *WARNING** TRUSSES REOUIRE EXTREME CARE IN FRBRICRTING HANDLING SHIPPING INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING) PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO OR., SUITE 200 MADISON, WI. 537191 FOR SRFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURRL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTRCHEO RIGIC CEILING. "IMPORTANT ** FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. RLPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR RNY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HRNDLING, SHIPPING, INSTRLLING RND BRACING OF TRUSSES. DESIGN CONFORMS WITH RPISLICRBL PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST RNO PAPER RSSOCIRTION) AND TPI. ALPINE CONNECTORS ARE MRDE OF 20GA ASTM A653 GR40 GRLV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FRCE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS ACCEP ENGINEERING SOLELY�FOROTHEHTRUSSACOMPONENTCRTE° DUR.F RC . 1.33 SHOWN. THE IS THE RE SPONSIBILITY I OF B THE T B UILDING O SIGNER COMPONENT RNSI FOR ANY BUILDING SPACING 24.0 TYPE vol REV. TC LL C DL BC DL SEO = 62561 19.5d SCALE =0.5000 30.0 PSF REF 15.0 PSF DATE 03-14-2002 10.0 PSF DRWG BC LL 0.0 PSF TOT.LD. 55.0 PSF 0/A LEN. 4 Job: (01083002) BARRY UNIVERSITY - STUDENT RES / HV2 THIS OWG. PREPARED FROM COMPUTER INPUT (LORDS & OIMENSIONS)SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W2X4 (01) 12 4 p 2' 2' Rm110plP W =2' DESC. - HV2 PLT. TYP.- WAVE_TPI95 TPI(STO) OTY= 1 TOTAL= 1 110 MPH WIND, 39.02 FT MEAN HGT, ASCE 7 -93, CLOSED BLOC NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 1 MI FROM COAST, CAT I, EXP C, WIND BLDG, OL =5.0 PSF, WINO BC DL =5.0 PSF. SEE DWG VALTRUSS10b1 FOR VALLEY DETAILS. SEO = 26905 REV. 19.5o SCALE =0.5000 MARTINEZ TRUSS CO., INC. 9290 N.W. South River 0r. Medley, FL 33166 (305T 683 -6261 "WARNING.. TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING SHIPPING INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO OR., SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS O THERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE O PROPERLY ATTACHED RI CEILING. "IMPORTANT.. FURNISH R COPY OF THIS DESIGN TO THE INSTRLLRTION CONTRRCTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR RNY DEVIATION FROM THIS DESIGN: ANY - FRILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FRBRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICRN FOREST AND PAPER ASSOCIATION) RNO TPI. ALPINE CONNECTORS ARE MADE OF 200R ASTM A653 GR40 GRLV. STEEL EXCEPT AS NOTED. RPPLY CONNECTORS TO EACH FACE OF TRUSS AND, NLESS OTHERWISE LOCATED ON THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING P Y 0. . 1 P: RN / .- TC LL TC DL BC DL BC LL TOT.LD. 30. PSF 15.0 PSF 10.0 PSF 0 . 0 PSF 55.0 PSF DUR . FAC . 1.33 SPACING 24.0" REF DATE 11-15 -2001 DRWG 0/A LEN. 2 TYPE vol Job= (01083002) BARRY UNIVERSITY STUDENT RES / V4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP 82 N BOT CHORD 2x4 SP 82 N DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SEE DWG VALTRUSS1001 FOR VALLEY DETAILS. W2X4 (D1) mI OESC. = V4 PLT. TYP.- WAVE_TPI95 MARTINEZ TRUSS CO., INC. 9280 N.V. South River Dr. .Medley, FL 33166 (305T 883 -6261 12 W2X4,ID1) 4 p 4 .. 2' W3X4 4 TPI (STD) R =110pIF W =4' OTY= 6 TOTAL= 6 * *WARNING ** TRUSSES REOUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING AND BRACING. REFER TO HI8 -91 (HANDLING INSTRLLING AND BRACING), HANDLING, BY TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO DR. SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTION UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGIC CEILING. * *IMPORTANT ** FURNISH R COPY OF THIS OESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR RNY DEVIATION FROM THIS DESIGN: RNY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FRBRICRTING HANDLING, SHIPPING, INSTALLING RNO BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICRN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS RRE MADE OF 20GA RSTM A653 GR40 GRLV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 01 THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING Td_ - ._PaN. =I Y .1 - A ' ' P - 'N / 110 MPH WIND, 55.11 FT MEAN HGT ASCE 7 -93, CLOSED BLDG NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 1 MI FROM COAST, CAT I, EXP C, WIND TC DL =5.0 PSF, WIND BC DL =5.0 PSF. TC LL p--�TC DL y BC DL t 1 ( BC LL TOT.LD SE0 = 62542 REV. 19.5d SCALE = 0.5000 30.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 55.0 PSF DUR.FRC. 1.33 SPACING 24.0" REF DATE 03 -14 -2002 ORWG 0/A LEN. TYPE vn 1 Job: (01083002) BARRY UNIVERSITY - STUDENT RES / V8 THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 SEE VALTRUSS1001 FOR VALLEY DETAILS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. tW2X4(01) DESC. = V8 PLT. TYP.- WAVE_TPI95 4 41'2 RR ' /11111111111i111111111111Hrl BC 4' 4' .W1.5X4 8' 4' W2X4(01) R , .110pIF W =8' TPI(STD) OTY= 6 TOTAL= 6 110 MPH WIND, 54.77 FT MEAN HGT RSCE 7 -93, CLOSED BLDG NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 1 MI FROM CO CAT I, EXP C, WIND BLDG, DL-5.0 PSF, WIND BC DL�5.0 PSF. SEO = 62544 REV. 19.5d SCALE =0.5000 MRRTINEZ TRUSS CO., INC. 9280 N:V. South River Or. Medley, FL 33166 1305T 883 -6281 * *WARNING•* TRUSSES REOUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING RND BRACING) PUBLISHED by TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO DR. SUITE 200 MADISON WI. 53719) FOR SAFETY PRACTICES PRIOR TO PROPERLY ATTACHED N UNLESS OTHERWISE TACHEOSTRUCTURALPANELS RNOBOTTOMC HORDSHRL INDICATED, CHORD A LHAVEA PROPERLYATTACHEDRIG CEILING. * *IMPORTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRRCTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRRCING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICRN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS RRE MADE OF 208A RSTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FRCE OF TRUSS AND UNLESS OTHERWISE LOCATED Drs THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI /TPI 1 - 1995 SECTION 2 TC LL 30.0 PSF T1-1)L 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT . LO . 55.0 PSF DUR. FRC. 1.33 SPACING 24.0" REF DATE 03-14 -2002 ORWG 0/A LEN. 8 TYPE Vol Job: (01083002) BARRY UNIVERSITY STUDENT RES / V12 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N BOT CHORO 2x4 SP #2 N WEBS 2x4 SP #3 SEE*DWG VRLTRUSS1001 FOR VALLEY DETAILS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 'V2XI (01] N 1 6' 4 12 i / / f � , 2 /// 1 ' DESC. = V12 PLT. TYP.- WAVE_TPI95 TPI(STD) MRRTINEZ TRUSS CO., INC. 9280 N.W. South River Or. Medley, FL 33166 (30ST 883 -9291 W5X6 W1.5X+� 12' 12' 1 6 OTY= 6 TOTAL= 6 *•WARNING ** TRUSSES REOUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTRLLING AND BRACING. REFER TO HIB -91 (HANDLING INSTRLLING AND BRACING) P UBLISHED BY TPI (TRUSS PRIOR INSTITUTE, OPERFORM 583 O INGTHESEF ON S SUITE 20 0, , OTHERWISE INDICATED, TOPRCHORDTSHALL PRACTICES HAVE PROPERLY ATTACHED STRUCTURAL PRNELS AND BOTTOM CHORD SHRLL HAVE A PROPERLY ATTACHED RIGIC CEILING. * *IMPORTANT ** FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACT ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM TH1 DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FRBRICATING, HANDLING, SHIPPING, INSTRLLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICRBLE PROVISIONS OF NOS (NRTIONAL DESIGN SPECIFICRTION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GR ASTM A653 GRg0 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE S ON THIS DRAWING INDICATES ACCEPTANCE O F PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER RNSI /TPI 1-1995 SECTION 2. 110 MPH WIND, 54.44 FT MEAN HGT ASCE 7 -93, CLOSED BLDG NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 1 MI FROM COAST, CAT I, EXP C, WIND TC DL =5.0 PSF, WINO BC DL-5.0 PSF. W2X4 (D1) i R =110pir SEG = 62546 REV. 19.Sd SCALE =0.5000 TC LL 30.0 PSF REF TC OL 15.0 PSF DATE 03 -14 -2002 BC OL 10.0 PSF DRWG BC LL 0.0 PSF TOT . LD . 55.0 PSF 0/A LEN. 12 DUR.FAC 1 33 SPACING 24.0" TYPE vol Job : (01083002) BARRY UNIVERSITY-STUDENT RES / V16 THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 SEE+OWG VRLTRUSS1001 FOR VALLEY DETAILS. DEFLECTION MEETS L /360 LIVE RND L/240 TOTAL LORD. W2X4(D1) OESC. = V16 PLT. TYP.- WAVE_TPI95 MARTINEZ TRUSS CO., INC. 9280 N.V. South River Or. Medley, FL 33166 (305T 883 -6261 4' W1.5X4 8' 8' W1.SX4 TPI (STD) 10' 10' 16' 12' 4' W31(2. 4' 110 MPH WIND, 54.11 FT MEAN HGT, ASCE 7 -93, CLOSED BLDG NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 1 MI FROM COAST, CRT I, EXP C, WINO TC OL-5.0 PSF, WIND BC DLm5.0 PSF. 16' 8' u u u — u o W1.5X4 _ W1.5X4 16' 6' OTY= 2 TOTAL= 2 "WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING AND BRRCING. REFER TO HI8 -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PRIOR INSTITUTE, OPERFOIN 3 O GTHESEFUNCTIONS. SUITE UNLESS 6THERW MADISON, SEIND ICAT 9) FOR SAFETY EDTOPCHORDSHA SHALL E PROPERLY ATTACHED STRUCTURAL PANELS RND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED R CEILING. * *IMPORTANT.. FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. RLPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR RNY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HRNOLING, SHIPPING, INSTALLING RND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIRTION) AND TPI. RLPINE CONNECTORS ARE MADE OF 20GA ASTM R6S3 GR40 GRLV. STEEL EXCEPT AS NOTEO. APPLY CONNECTORS TO EACH FRCE OF TRUSS RNO UNLESS OTHERWISE LOCATED 0t THIS DESIGN POSITION CONNECTORS PER DRAWINGS 1S0 A-Z. THE SEAL ON THIS DRRWING'INDICRTES RCCEPTRNCE DESIGN, PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY RND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSBBILITY OF THE BUILDING DESIGNER PER ANSI /TPI 1-1995 SECTION 2. 16' 16' 4' R'110pIF W-16' TC LL OL BC OL BC LL TOT.LD. SEO = 62548 REV. 19.5d SCALE =0.3750 30.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 55,.0 PSF DUR.FRC. 1 33 SPACING 24.0" REF DATE 03 -14 -2002 DRWG 0/R LEN 16 TYPE vol Job: (01083002) BARRY UNIVERSITY STUDENT RES / V20 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N BOT CHORO 2x4 SP #2 N TEES 2x4 SP #3 SEE■DWG VALTRUSS1001 FOR VALLEY DETAILS. W2 (0 1) DESC. = V20 PLT. TYP.- WAVE_TPI95 TPI(STD) MRRTINEZ TRUSS CO., INC. 9280 N.W. South River Or. Medleeyy ' FL 33186 (305T 883 -8261 1 0' 10' 12 4 p W1.5X4 10' 10' 1 0' 4 4 W5X6 20' 110 MPH WIND, 53.77 FT MEAN HGT, ASCE 7 -93, CLOSED BLDG NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 1 MI FROM COAST, CAT I, EXP C, WIND TC DL-5.0 PSF, WIND BC OL =5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LORD. 14' 4 ' 14' 4 OTY= 2 TOTAL= 2 W1.5X4 **WARNING•* TRUSSES REOUIRE EXTREME CARE IN FABRICATING HANDLING, SHIPPING INSTALLING AND BRACING. REFER TO H18 -91 (HANDLING INSTALLING RND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO OR. SUITE 200, MROISON, WI. 537191 FOR SAFETY PRRCTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RI CEILING. * *IMPORTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTO ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THI DESIGN: ANY FAILURE TO BUILO THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING RND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS RRE MADE OF 20GR ASTM A653 GR40 GRLV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED OK THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 R -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF'PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI /TPI 1-1955 SECTION 2 W1.5X4 20' 10' 20' 10' 20' 6' 20' 6' TC LL TC DL BC DL BC LL TOT.LD. W2X4 (01) • • a c ilfw■ p 21/■ W1.5X4 10 ' W5X6 R =110pIF W =20' SEO = 62550 REV. 19.5d SCALE =0.3750 30.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 55.0 PSF DUR . FAC . 1.33 SPACING 24.0" REF DATE 03 -14 -2002 DRWG 0/A LEN. 20 TYPE vol Job :(01083002) BARRY UNIVERSITY - STUDENT RES / V24 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 SEE*DWG VRLTRUSS1001 FOR VALLEY DETAILS. DESC. = V24 PLT. TYP.- WAVE_TPI95 TPI (STD) 24 110 MPH WIND, 53.44 FT MEAN HGT, *SCE 7 -93, CLOSED BLOC NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 1 MI FROM COAST, CAT I, EXP C, WINO TC DLm5.0 PSF, WIND BC DL =5.0 PSF. DEFLECTION MEETS L/360 LIVE RND L/240 TOTAL LORD. OTY= 2 TOTAL= 2 R =110p)F W =24' SEO = 62552 REV. 19.5d SCALE = 0.2500 **WARNING ** TRUSSES REOUIRE EXTREME CARE IN FABRICATING HANOLING SHIPPING, INSTALLING RNO BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING) ' PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, TOPERFORMING FUNCTIONS. SUUNLESSOOTHERWISE,INOICRTE09 ) TOPRCHORDTSHAL PRACTICES HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGIC CEILING. **IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE RMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS RRE MADE OF 20GA RSTM 8653 GRgo GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FRCE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING 1NDICRTES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT MRRTINEZ TRUSS CO., INC. 9280 N.V. South River Or. Medley, FL 33166 MOST 883-6261 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBI ITY OF THE BUILDING DESIGNER PER RNSL /fi 1 ^LS95__SECTION 2. ---)/Ekt(cf?— TC LL TC DL BC DL BC LL TOT.L0 30.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 55.0 PSF DUR . FRC . 1.33 REF DATE 03 -14 -2002 DRWG 0/A LEN. 24 SPACING 24.0" TYPE val Job:(01083002) BARRY UNIVERSITY - STUDENT RES / V27 TOP. CHORD 2x4 SP #2 N B0T CHORD 2x4 SP #2 N WEBS 2x4 SP #3 SEE VALTRUSS1001 FOR VALLEY DETAILS. i DESC. = V27 PLT. TYP.- WAVE_TPI95 MRRTINEZ TRUSS CO., INC. 9280 N.N. South River Or. Medley, FL 33168 (305) 883-6261 TPI (STDI 0TY= 1 TOTAL= 1 THIS DWG. PREPARED FROM COMPUTER INPUT (LORDS & DIMENSIONS)SUBMITTEO BY TRUSS MFR. 110 MPH WIND, 53.02 FT MEAN HGT ASCE 7 -93 CLOSED BLDG / NOT LOCRTED WITHIN 4.50 FT FROM ROOF EDGE, 1 MI FROM COAST, CAT I, EXP C, WIND TC OL =5.0 PSF, WIND BC DL - 5.0 PSF. OEFLECTION MEETS L/360. LIVE AND L/240 TOTAL LOAD. * "WRRNING.• TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING SHIPPING INSTALLING ANO BRACING. REFER TO HIB -91 (HRNOLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 0 ONOFRIO OR., SUITE 200, MADISON, WI. 53719) FOR SRFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHRLL HRVE A PROPERLY ATTACHED RIGIC CEILING. *•IMPORTANT+• FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMRNCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. RLPINE CONNECTORS ARE MROE OF 20GA ASTM A653 GR90 GRLV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED OR THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 R -Z. THE SEAL ON THIS DRAWING INDICATES RCCEPTRNCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI /TPI 1-1855 SECTION 2. SEO = 62559 REV. 19.5d SCALE = 0.2500 TC LL TC DL DL BC LL TOT.LD. DUR.FRC. 30.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 55.0 PSF 1.33 SPACING 24.0" REF DATE 03 -14 -2002 DRWG 0/A LEN. 27 TYPE vial Date BEAVC8AMP CONSTRUCTION COMPANY SHOP DRAWING DOCUMENT REYOEW These documents have been reviewed for conformance with the deign ems, end intent end general compliance with the contract documents. The subcontractor D responsible for confirming and correlating all quantities and dimensions, fabrication and coustracdon methods, fidd measeremob, and coordination of this trade with at other applicable trades. Review and/or approval of these documents does not relieve the subcontractor from compliance with the contract documents. Date Returned to Subcontractor: Submittal No: '6 4Z 00 2- C]'1 EXCEPTION TAKEN 0 MAKE CORRECTIONS NOTED 0 REJECTED 0 REVISE AND RESUBMIT 0 SUBMIT SPECIFIED ITEM Checking is only W general conformance with the gn concept of the project and general compliane• with the informtation given 'n Ifs contract documents. Any action shown is subjsct to the retpdrements of the plans and specifications. Contractor H responsible for dimensions which, shah be confirtnsd and correlated at the job site; fabrication processes and techniques of construction; coordination of his work with that of MI ot trades; and the satisfactory performanc. of M.A. S AREZ & ASSOCIAt f .ems. MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date l " dA Time Type Insp'n Permit No. Rj B QQ 2,-602Z Name nn Address / 1 S.00 l /.0% Company Phone # - ©S C f ' -2C /I For Inspector: 5,63_02 Name & Date Approved ■ Correction ❑ Re- Insp'n Fee ❑