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BP-05-580Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 5/31/2005 Applicant: ERIK Owner: BRUNO JOB ADDRESS: 42 Contractor Local Phone: Parcel # 1132060130780 NE 97 Building Permit Permit Number: BP2005 -580 BRUNO ERIK ST Contractor's Address: Permit Status: APPROVED Permit Expiration: 10/18/2005 Construction Value: Work: PAINT Page 1 of 1 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 7 & E1/2 LOT 8 BLK 6 LOT SIZE Fees: Description Amount FEE2005 -6866 Building Fee $60.00 FEE2005 -6867 CCF $0.60 FEE2005 -6868 Notary Fee $5.00 FEE2005 -6869 Training and Education Fee $0.20 FEE2005 -6870 Technology Fee $1.50 Total Fees: , $67.30 Total Fees: $67.30 Total Receipts: $67.30 Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): $ Value of Work For this Permit Total Fee Now Due $ (Continued on opposite side) Notary $ Training/Education Fee $ Miami Shores Village Building Department 10050 N.E.2nd Aven,� Miami Shores, Florida 33138 Tel (305 795 4 e : • (305) 756.8972 Electrical Plumbing Mechanical Roofing u hes Owner's Name (Fee Simple Titleholder) Owner's Address City State Zip Tenant/Lessee Name - -. Phone # Type of Work: ❑Addition ❑Alteration :New Scanning $ Radon $ Code Enforcement $ Structural Plan Review. $ 50, d a Permit No. O5 — S aster Permit No. Phone # Job Address (where the work is being done) (Z43 NE 94 51 City Miami Shores Village County - Miami -Dade Zip. Is Building Historically Designated YES NO - Contractor's Company Name Phone # Contractor's Address City State Zip Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Square Footage Of Work: * * * * * * * * * * * * * * * * * * * * * * ** * Aces* * , * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ ❑ Repair/Replace ❑ Demolition CCF $ Technology Fee $ Zoning Bond $ cAc assr( CO /CC �S4 1. I BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): $ Value of Work For this Permit Total Fee Now Due $ (Continued on opposite side) Notary $ Training/Education Fee $ Miami Shores Village Building Department 10050 N.E.2nd Aven,� Miami Shores, Florida 33138 Tel (305 795 4 e : • (305) 756.8972 Electrical Plumbing Mechanical Roofing u hes Owner's Name (Fee Simple Titleholder) Owner's Address City State Zip Tenant/Lessee Name - -. Phone # Type of Work: ❑Addition ❑Alteration :New Scanning $ Radon $ Code Enforcement $ Structural Plan Review. $ 50, d a Permit No. O5 — S aster Permit No. Phone # Job Address (where the work is being done) (Z43 NE 94 51 City Miami Shores Village County - Miami -Dade Zip. Is Building Historically Designated YES NO - Contractor's Company Name Phone # Contractor's Address City State Zip Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Square Footage Of Work: * * * * * * * * * * * * * * * * * * * * * * ** * Aces* * , * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ ❑ Repair/Replace ❑ Demolition CCF $ Technology Fee $ Zoning Bond $ cAc assr( CO /CC Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of ,20 who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPLICATION APPROVED BY: chc 05/13/03 Signature Contractor The foregoing instrument was acknowledged before me this day of ,20,by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: *********************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Zoning 4 " } OCT 1 9 2005 MIAMI HORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 i Bui ding Inspection Request Date` ( q Type Insp'n VY Phone # Approved Correction Re- Insp'n Fee Permit No. P��� S Q Name r u4 c par Address 2 Ki� Company _.' " Inspection Date ��� BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Village Contractor's Company Name NL4 Contractor's Address City State Type of Work: Describe Work: Submittal Fee $ Notary $ 5 Scanning $ El 'don f ❑Alteration ❑New U( Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: ( (3 5.222-O4-Fa rg , 56.8972 Radon $ V.:7,5 APR 2 7 Electrical Plumbing Owner's Name (Fee Simple Titleholder) rr `-1 tL 6 O Owner's Address 2 ) E Qt 7 City Lk-e 4 State 1L_ Is Building Historically Designated YES NO Training/Education Fee $ Zoning (fli9-)0 3(Lo aster Permit No. Phone # Zip g Phone # Permit No. C31O5 -S&D Mechanical 3 0S -- 73 - 5 —its County Miami -Dade Zip ?Et 30 Phone # **************************Fees****************************** Roofing Zip Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit 520. OC) Square Footage Of Work: ❑ Repair/Replace ❑ Demolition Permit Fee $ Q 00 CCF $ 100 0 co /cc Technology Fee $ Bond $ Structural Plan Review. $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not 1e- approved and a reinspection fee will be charged. Signatu The fore day of who is pe oing ins Owner or Agent ent was c 20 (' by onall NOTARY P Sign: Print: My Commis ion Expires: * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: chc 05/13/03 0 Signature Contractor ed before me this O The foregoing instrument was acknowledged before me this 12v j day of , 20 , by to me or who has produced J �J As identification and who did take an oath. * * * * * * * * ** who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Con_. °Sion. - 023198 Expire t , 41'07 :;,nded My Commission Expires: * * **,,5` - *k * * Bonding *** sir * * * ** * * * * * * * * ** * * * * * * ** * * * * * * ** ****************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning DATE: OWNER'S ADDRESS: `7 2._E ' ADDRESS OF SITE: �. CONTRACTOR & LICENSE (if applicable) 1/,& COMPANY NAME: PHONE: All Elements on the site must be listed and indicate the color to be painted. Walls: !JIerW cc -re Fascia: r Drip Cap /Drip Ede: L L Soffit: t` � Roof: -°^ Flower Bins: Sign APPROVED: Building Official Miami Shores Village 10050 Northeast Second Avenue Miami Shores, Florida 33138 -2382 Telephone: (305) 795 -2207 Fax: (305) 756 -8972 www.miamishoresvillage.com r l��3 77- Paint Color Approval and Agreement _ el r► t( IP ,C fie. AME: e� PHONE: - 7M °- /. 71 Shutters: Awnings: -eect_k. Chimney: S 6 s ,-- Doors and door jams: b, Garage Doors:" Railings: Fences: Decorative Metal: C� ,�,,,_. All brick (simulated or regular): -- Stucco Banding: Any other stucco features: Accessory/Buildings: °" Other: OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I authorize the above -named contractor, if applicable, to do the work stated. Furthermore, the paint colors will be as per the attached samples. Date Date BENJAMIN MOORE® COLOR PREVIEW® Signature of Contractor 1 Brilliant White 01 HC BENJAMIN MOORE® COLOR PREVIEW® Date WHEN PAINTING IS FINISHED, CALL FOR FINAL INSPECTION 0) 0 0 0) s HC -118 HC Miami Shores Village Paint Color Approval and Agreement DATE: 5,.)--to (05 OWNER'S NAME: 1 k. 4 Vl l I tr (_) vi) PHONE: )" : L + S ADDRESS: 42__ /`3e + , w YLA 1 C 1 si re s , :i( S ADDRESS OF SITE: CONTRACTOR & LICENSE (If applicable) COMPANY NAME: PHONE: All Elements on the site must be listed and indicate the color to be painted. Walls: S Jett- So o € ( 9-J G( ) Fascia: G y o Li C Std 1 D-) Drip Cap /Drip Edge: h Soffit: GYe — n-L- t Roof: t•-.) �c ° Flower Bins: k) /-A Shutters: t / 41/4 ° Awnings: ■/-A Chimney: SJe'1+ S e Doors and door jams: Grp Garage Do r: C3_�- Ir'v-+ SW 6164 Railings: L.A;1�oL) V 1 rrl 8( Svelte Sage Fences: i 1 h. Decorative Metal: ( LO (0 () Vt1- 1 rt r All brick (simulated or regular : /. )/.61/4 Stucco Banding: i`1 Any other stucco features: IBS Accessory/Buildings: 1� 32 PE 163 rve OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate d that all work will be done in compliance with all applicable laws regulating construction and zoning. I authorize the above-named contractor, if applicable, to do the work stated-F-urthermore, the paint colors will be as per the attached samples. Other: i.,1 /4\ APPROVED: Building Official 10050 Northeast Second Avenue Miami Shores, Florida 33138 -2382 Telephone: (305) 795 -2207 Fax: (305) 756 -8972 www.miamishoresvillage.com Date INSPECTION MAY 2 2815 Signature of Contractor Date WHEN PAINTING IS FINISHED, CALL FOR FINAL 142 SW7012 Creamy (jia , ( • r e f Lo 05( s r /03 O v 01 ea The following pages were originally attached to plans with the following permit # Ad)015-560 BEST, I %I %I %ICI \I \I \I May 5, 2005 BUILDING OFFICIAL MIAMI -DADE COUNTY BUILDING DEPARTMENT ANN HUGHES 1245NE94ST. MIAMI, FL. GENTLEMEN: PLEASE BE ADVISED THAT THE REPAIRS DONE AT THE ABOVE REFERENCED LOCATION WERE MADE ACCORDING TO THE ATTTACHED SIGNED AND SEALED REPAIR DETAILS AND THAT THEY COMPLY WITH THE FLORIDA BUILDING CODE. YOURS TRULY /0-73-b-67 REMBERTO CONTRERAS P.E. STATE OF FLORIDA # 21522 TRUSS COMPANY INC. MAY 0 5 2005 REMBERTO CONTRERAS, P.E. Consulting Engineer Civil /Structural 30 N.W. 87 Avenue, #C -101 Miami, FL 33172 Phone: (305) 667 -6797 (F!oride P.E. 21522) 7035 SW 44 ST. MIAMI, FL. 33155 PHONE (305)667 -6797 FAX (305)667 -0592 HUGHES I FL)' I FLAT 114 I 1 blob Reference (optional) Best Truss CO., Miami, Fl. 33155, BEa, TRUSS CO. 8.100 s Sep 17 2004 MITek Industries, Inc. Wed May 04 10:07:17 2005 Page 1 3 - i N ` 1 ■ 1 4 -0 6 -1 -10 - 10 -11 -3 15 -8-13 PROVIDE A 5/8" STRUCTURAL 1 26 -8 - 1 I I 1 1-4-0 4-9 -10 4 -9 -10 4-9 -10 PLYWOOD GUSSETS (PG) NAILED 1-4-0 TO BOTH FACES OF TRUSS USING Scale = 1:49.4 10 d NAILS @ 3" O.C. ON ALL INTERSECTING CHORDS AND WEBS ."(�,: (1 (# NAILS AS SHOWN) 2x4 MII20 I I • 3x4 M1120= 3x4 M1120= 2x4 M1120 I I 2x4 1120 llr 1 9 % ~ 3x6 M1120= 3x4 MI120= 3x8 MI120= 3x6 MI120= 2x4 MI12011 2 � 3 4 5 8 7 8 9 10 19 0 � 1 8 . 17 16 15 14 13 12 11 2x4 M1120 I I 3x4 MI120= 4x5 MI120= 2x4 M1120 11 3x4 M1120= 2x4 MII20 II 4x5 MI120= &W 13/26„ 3x4 M1120= 4x5 MI120= . 4x5 MI120= 2 -- 0 LOCH N) x 1-4-0 a -0-0 6-1 -10 10 -11 -3 15 -8 -13 I 20-6-8 1 25-4-0 1 26-8-0, 1 1 1 I 1 1-0-0 4-9-10 4 -9-10 49-10 49-10 4 -9-10 1-4-0 0-4-0 LOADING (psi) SPACING 1-4-0 CSI DEFL In poc) Udell L/d PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.47 Vert(LL) 0.4715 -18 >612 380 MII20 249/190 TCDL 15.0 Lumber Increase 1.00 BC 0.99 Vert( L) - 0.81 15-18 >470 180 BCLL 0.0 Rep Stress Ina YES WB 0.84 Honz(TL) 0.11 12 n/a n /a BCDL 10.0 Code FBC2001 /ANSI95 (Mallbc) Weight 127 Ib LUMBER BRACING • TOP CHORD 2 X 4 SYP Not ? TOP CHORD Sheathed or 3-0-1 oc pwHns, except end verticals. BOT CHORD 2 X 4 SYP Not BOT CHORD Rigid ceiling directly applied or 4-3-1 oc bradng. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 3-19.8.12 a REACTIONS (lb/size) 19=987/0 -8- 0,12=987/0.8.0 Max Upiift19=- 572($oad case 2),12=- 572(bad case 2) FORCES (Ib) - Max Tension TOP CHORD 1 -20=- 23/18,1 -2=- 79/47, 2-3=-79/47, 3.4=- 2484 / 1457, 4-5=- 2484 /1457, 5.6=- 3882/2178, 8.7=- 2484/1457, 7- 6=- 2484/1457, 8-6=-79/47, 9-10=- 79/47,10.11 -23118 BOT CHORD 19- 20=- 47/79,18- 19=1457/2484,17 - 18=2178/3882, 18 .17=2178/3882,15.18= - 217813882, 14-15=2178/3882,13-14= - 217813882.12 -13=- 1457/2484,11 -12= -47/79 WEBS 2- 16=-2411208, 3-1- 2480/1487, 3-16=- 1854401, 5.16=-1288/750, 5. 18=0/83, 8. 16=0/0, 8.16=0/83, 8.13= -1287 /750, 8- 16=- 1851401, 8-12=- 2480/1487, 9- 12=- 241/208 NOTES 1) Wind: ASCE 7-98; 148mph (3-second gust); 11=101t TCDL=5.Ops1; BCDL=5.0psf, Category 1I: Exp C; enclosed; C-C Interior(1): Lumber DOL =1.33 plate grip DOL=1.33. 3) Provide adequate &triage to prevent water pondhig. 3) Provide mechandcal conrccecticn (by others) buss to bearing plate capable of withstanding 572 Ib uplift at Jobe 19 and 572 Ib uplift at Jobd 12. 4) This truss design conforms with Florida Budding Code 2001, based on parameters indicated. LOAD CASE(S) • 1) Regular: Lumber Inerease=1.00, Plate Increase=1.00 Uniform Loads (p . Vert 1- 10=- 80,11 -x-13 FIELD REPAIR DETAIL 2) C a ( 1ncr Plata in «eaee=1.33 TO MODIFIED TRUSS AS INDICATED Vert 1- 10=50,11 -20 11 -20 =7 7 REMBeikto co e f C l l �� (al Consul4ng 30 N .W. ing 87 A, #C -10 Mlaml, FL venue 33172 °hone: (305) 667 -6797 !Florida P.E. 21522) /7 -.1.6-8.1.7 -.. ..Ann MAY 0 Contact Project: 1245 NE 94 ST. Model: Block No: Lot No: Site Office Name: Phone: Fax: Pages or sheets covered by this seal: 0001 thru 0004 Total: 4 drawings 0001 CJ1 0002 FGR1 To: Truss List ANN HUGHES 1245 NE 94 ST. Job MIAMI SHORES Page: 1 of 1 Date: 5/13/2005 Project 5E20 Deliver To: Account No: 1245 NE. 94 ST. Designer: mtm MIAMI SHORES,FL. Salesperson Deliver To Address3 Quote Tentative Delivery Date: Material Summary Includes the following The truss drawing referenced below, have been prepared under my direct supervision based on parameters by Arch. or Eng. of record using MiTek 2020 software With my seal affixed to this sheet. I hereby certify that this serves as index sheet in conformance with the required building code Chapter 61G15 -31 section 003 of The Florida Board of Professional Regulations. Building code being use is ASCE 7 -98 per FBC 2001. Wind speed 146 mph.Exp.-C Category II: Importance factor =1.00. Truss Truss Truss Truss 0003 FL1 0004 L1 REMBERTO CONTRERAS, P.E. Consulting Engineer Civil /Structural 30 N.W. 87 Avenue, #C -101 Miami, FL 33172 Phone: (305) 667 -6797 (Florida P.E. 21522) (• MAY 13 2005 U " To: ANN HUGHES 1245 NE 94 ST. MIAMI SHORES Production List Job Number: Page: 1 Date: 05 -13 -2005 - 10:04:47 AM Project ID: 5E20 Project: 1245 NE 94 ST. Block No: Model: Lot No: Contact: Site: Office: Deliver To: 1245 NE. 94 ST. MIAMI SHORES,FL. Account No: Designer mtm Salesperson: Quote Number: Name: Phone: Fax: Tentative Delivery Date: Profile: It Truss Id: Span: Truss Type: Slope: LOH ROH 2 CJ1 24 lbs. each 5 - 0 - 12 2X4/2X4 ROOF TRUSS 0.00 0.00 0 -0 -0 0 -0 -0 15 BF -Ea 29 Total 1 2 (1) 2 -Ply FGR1 130 lbs. each 26 - 8 - 0 2X4/2X4 ROOF TRUSS 0.00 0.00 0 -0 -0 0 -0 -0 66 BF -Ea 132 Total 2 26 (13) 2 -Ply FLI 126 lbs. each 26 - 8 - 0 2X4/2X4 ROOF TRUSS 0.00 0.00 0 -0 -0 0 -0 -0 63 BF -Ea 1647 Total 3 1 m--- -- .1 � Era' 11 LI 19 lbs. each 3 - 8 - 0 2X4/2X4 ROOF TRUSS 0.00 0.00 0 -0 -0 0 -0 -0 11 BF -Ea 125 Total 4 REMBERTO CONTRERAS, P.E. Consulting Engineer Civil /Structural 4 V 30 N. W_ R7 Awini la ert_ 1 n � �` Miami, FL 33172 Phone: (305) 667 -6797 (Florida P.E. 21522) NAY 13 2005 Job 5E20 Truss CJ1 BEST TRUSS CO., MIAMI, FL BEST TRUSS CO. LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 2x4 MI12011 6 2x4 MI120 11 1 1-4-4 1-4-4 SPACING 2-0-0 Plates Increase 1.00 Lumber increase 1.00 Rep Stress Incr NO Code FBC2001 /ANSI95 REACTIONS (lb /size) 4=128/Mechanical, 5=3+9/0 -10.4 Max Uplift4= 83(load case 2), 5=- 264(Ioad case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1- 8= 13/17, 1-2=-20/30, 2-3=-20/30, 3-4=98/100 BOT CHORD 5.6= 30/20, 4- 5= -31/48 WEBS 2-5=-285/257, 3-5=-83/55 LOAD CASE(S) 1) Regular Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pti) Vert: 1-3=-90, 4 -8=-20 2) C-C 1Mnd: Lumber Increase=1.33, Plate Increase =1.33 Uniform Loads (plf) Vert 1 -3 =83, 4 -6=10 Truss Type ROOF TRUSS 1 -9-6 1 5 -0 -12 1 1 -9-6 3-3 -6 2x4 MI120 11 3x4 MI120= 2 3 1 -9-6 1 0 -5 -2 3x4 MI120= CSI TC 0.23 BC 0.08 WB 0.08 (Matrix) Ply 5-0 -12 3-3-6 1 DEFL in (loc) I/defl L/d Vert(LL) 0.00 4-5 >999 240 Vert(TL) 0.00 5 >999 180 Horz(TL) 0.00 4 n/a n/a Job Reference (optional) 6.100 s Sep 17 2004 MiTek Industries, In Fri May 13 10:08:33 2005 Page 1 4 2x4 MI12011 PLATES GRIP MII20 249/190 Weight 24 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-0-12 oc puffins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 NOTES 1) Wind: ASCE 7 -98; 148mph (3- second gust); h=10ft TCDL =5.0psf; BCDL =5.0psf, Category 1I; Exp C; enclosed; C-C Interlor(1); Lumber DOL =1.33 plate grip DOL =1.33. 2) Provide adequate drainage to prevent water ponding. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83 Ib uplift at Joint 4 and 284 Ib uplift at Joint 5. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. 1 0001 Scale = 1:10.9 05/17/2005 15:44 3056670592 LOADING (pat) TM 20.0 TCOL 15.0 BOLL 0.0 BCOL 10,0 2x4 M1120 I I 3x4 MI120 3x4 MI120= 2x4 0611,20 II 2x4 M1120 I I 3x4 MII20= 3x4 M1120= 3x8 M1120- ISA M920 2,14 M1120 I I 1 2 3 4 5 6 7 l 8 9 10 i gi 20 16 21 182 23 17 16 24 25 15 14 26 2 x 4 MII20 I I 3x4 MII20- 3x4 M1120= 2X4 MI120 I I 3x4 M1120 .t. 3x4 M1I20= 3x4 MII20= 1 -3 1 1 -0-0 3-8-0 1 -0-0 2-4-6 0 -3-10 LUMBER TOP CHORE/ 2 X 4 SYP N0.2 SOT CHORD 2 X 4 SYP Noe WEBS 2X4SYPNo.3 -A- 8-1- {... . 2-5-8 SPACING 1-0-0 Pates Increase 1.00 Lumber Increase 1.00 Rep Sues. Iner NO Code F9C2001 /A 08195 Tnias Type ROOF TRUSS 10 -11 -2 15 -8-14 20 -6-10 25-4-8 4-9 -12 4 -9-12 4 -9-12 4-9 -12 1 -3 -10 Scale = 1:49. 10 -11 -2 -1 4-9-12 CAN TC 0.35 8C 0,77 VVB 0.47 (Metres) 15 -8.14 4-9-12 ,BEST TRUSS CO. -SALES PAGE 02 2 job 8.100 8 20-6-10 4.9.12 0lPL In (loo) 181817 LJd Vert(LL) 0.35 15-16 x785 240 Vert(TL) - 0.4413.16 Y657 180 ►orz(TL) 0.08 12 n/e rya 13 28 29 M1120= PLATO GRIP M1120 248/110 Wept 253 m TOP C H ORD Sheathed or 5-8-10 pu lhre, except end varkale. B QT CHORD Rigid Gelling directly pfled or 7-4-0 OO bracing. REACTIONS (Ibislze) 112t010-1- 4,12= 1320/v.4 Max Upxrt19- 843(load case 2), 12 - 882(wad case 2) FORCES (m) - Msxi nun Compnessi0n/Matdinum Torsion TOP CHORD 1 -20'- 44124. -2= 181/101, 2-3=- 151 /101.3.4>-350713531, 45. 35072301. 5. 8-512813358, 6. 7=357312350.7 - & - 357 BQT CHQRO 1820■- 101 /151, 10.210. 2301/3507, 21.22430113507, 18-22=-2301/3807, 18-23=32695128, 17- 23=3358/5128,16 -17= 1525 =- 398616140,14 -15= 3386/5140,11- 26=3368/5140, 28- 27.4388/5140, 1327• - 33683140.13.2(=2350,1 73, WEBS 2.19.- 1281117, 3.19.- 3490/2288, 3.1044531752, 5484 - 1884/1069, 5.15 =128248, 8.75• - 15 8.104-115237, 5-13=1 NOTES 1) 2 -ply buss 70 be connected together with 10d Cammon(.148 s3`) heats Se felkswe: Top chonts contacted as Mews: 2 X 4 - raw m 0.9.0 cc. Bottom chords ad inected es follow* 2 X 4.1 row at 04-0 oc. j Wets connected as tame: 2 X 4 -1 row 8t 0.94 a, 2) All bade ere considered equally applied to ad piles, except It noted ere front (F) or beck (B) face In tee LOAD CA6E(S) rich. Pty to ply certl4ec60ne have been 'moulded to distribute ally leers noted es (F) 0 (8), unless otherwise Indicated. 3) Wand; A$CS 7-9a 148mph (3•aaaond suet h=103; TCDL =5.0pst: BCOL =0.00paf: Cetogo t u: Exp C; waned; C-C Inteiier(1): Lomb: D=1=1.33 pate grip 01301.33. 1 4) Provide adequate drainage to prevent water padding. ■ 5) Provide mechanical connec6o (by *theta) or trues t0 bearing plate capable of withstanding 313 m uplift at pant 19 and 8621b upplt et land 12j 8) This (Nis design cOf8M'i8 with Florida 8Wlding Coda 2001, based on parameters lndiWed• 1 7) 5900701langer(s) or other COrni mtlen device(s) shall be provided &Mole* t0 support concentrated lo84(s) 20581 down and 1471» up at 34 041» down 8110 611b up 8t 58- 12.8410 down and 611b up at 7 -8-12, a41b down and 1311b up at 9 -8.12, 841» dawn and 81Ib up a( 11.8 -12, 841b down Said 5 up w 13412, 8410 down and 818 up 87 158 - 12.841» down and 611» up at 17.8 - 12, 84Ib deem end 811» up at 19$12, and 841» dame end 81Ib up at 21 12. and 2051» down and 14710 up at 22 - 11 - 4 on bottom chord. The deelpreeleedon of such spatial connection deince(8) is the respansaidly of of ers. ! LOAD CASE(5) 1) Regular: Lumber Incn«1,00, Plate Increase =1.00 Untronn Loads (pig Vert 1 -10 = 45.11 -20=10 Concentrated Loads (lb) Vert 17=84(F) 15= -84(F) 214- 206(F) 22.414(F) 23=84(F) 24=-84(F) 26=84(F) 384 -84(F) 27•.84(F) 29=- 205(F) 2) C - C Wnd: Lumbar Mersa e.1.33, wale Inaease41.33 Uniform Loaves 7. Vert 1-10.38, 1.10 =38, 11.20. -8 Concentrated L06 (lb) Vert: 17M:11(F) 15M11(r) 21 =147(F) 22=81(F) 23+81(2) 24•51(F) 2511(r) 2841(F) 2T •61(F) 28=431(F) 21 a ence (ontionell 17 2004 MTek Industries, Inc. Tue May 17 15:W02 M 1 12 11 2x4 MI120 11 3x4 M1120= 22 -11.4 26-8 -0 21-8-12 231-025 -44 25-51-0 H 1 -2 -2 1 -2-8 2-4-6 0-3 -10 0 -0-12 1: 840-158/108,11-1(0-158/108, 10-11=51/29 25, 18 24 3,12- 29=2350/3573,11 -12- .108158 060.8-13=.480( 789. 8.12'- 3551/2333, 9.12=- 1211112 Job ; , 5E20 Truss FL1 Truss Type ROOF TRUSS Qty 13 My 2 0003 job Reference (optional) BEST TRUSS CO., MIAMI, FL. BEST TRUSS CO. 8.100 s Sep 17 2004 MiTek Industries, Inc. Fri May 1310:06:35 2005 Page 1 -3-10 6-1-6 10 -11 -2 15 -8 -14 20 -6-10 25-4 -6 -8 -0 1 1 1 I 1 I 1 26 1 -3-10 4 -9 -12 4 -9-12 4-9 -12 4-9 -12 4-9 -12 1 -3-10 Scale = 1:49.4 2x4 MI120 I I 3 x 4 MI120= 3x4 MI120= 2 x 4 MI120 I I 2x4 MI120 11 3x4 MI120= 3x4 MI120= 3x8 MI120= 3x4 MI120= 2x4 MI120 I I c 1 2 3 4 5 6 7 8 9 10 = Y a m . 11 Y 20 19 18 17 16 15 14 13 12 11 2x4 M1120 I I 3x4 MI120= 3x4 MI120= 2x4 MI120 11 3x4 MI120= 2x4 M1120 11 3x4 MI120= 3x4 MI120= 3x4 MI120= 3x4 MI120= 1 -3-10 26-8-0 -0 -0 6 -1-6 10 -11 -2 15 -8-14 20 -6-10 25-4 -6 259 -1-0 1 1 1 1 1 1 1 1 1-0-0 4 -9 -12 4-9 -12 4 -9 -12 4-9 -12 4 -9 -12 0 -3-10 0 -3-10 1 -0-0 LOADING (psf) SPACING 2 -0-0 CSI DEFL In (loc) Udeti L/d PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.38 Vert(LL) 0.38 15-16 >809 240 MI120 249/190 TCDL 15.0 Lumber Increase 1.00 BC 0.74 Vert(TL) - 0.46 15-16 >621 180 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.08 12 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight 253 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-6-0 oc puffins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-6-8 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 19= 1451/0 -7 -4, 12= 1451/0 -7-4 Max Upli t19 =-858 (load case 2),12=- 858(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1- 29=38/30, 1 -2= 123/73, 2 -3= 123/73, 34= 37182189, 4-5=-3718/2199, 58=- 5558/3285, 8-7= 3718/2199, 7-8=- 3718/2199, 8-9=-123/73, 9-10=- 123/73, 10-11 =38/30 BOT CHORD 19 -20=- 73/123, 18-19=-2199/3718, 17 -18=- 3285/5556, 16-17=-3285/5556, 15-16=-3285/5555, 14-15=-3285/5555, 13-14=-3285/5555, 12- 13=2199/3718, 11- 12=- 73/123 WEBS 2- 190-382/310, 3-19=-3739/2211, 3.18 =- 249 /802, 5-18= 1911/1130, 5.16= 0/95, 8. 18=0/0, 8- 154/95, 6-13=-1911/1130, 8-13=249/802, 8-12= 37392211, 9- 12=- 362?/310 NOTES 1) 2 -ply truss to be connected together with 10d Common(.148"x3") Nails as follows: Top chords connected as follows: 2 X 4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 4 -1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all piles, except if noted as front (F) or back (B) face In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Wind: ASCE 7-98; 146mph (3- second gust); h =108; TCDL =5.0psf, BCDL =5.0psf; Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 4) Provide adequate drainage to prevent water ponding. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 858 Ib uplift at joint 19 and 858 Ib uplift at joint 12. 6) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase =1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 1- 10=90,11- 20=-20 2) C-C Wind: Lumber Increase=1.33, Plate Increase =1.33 Uniform Loads (p8) Vert: 1- 1 11 -20=10 Job 5E20 Truss L1 BEST TRUSS CO., MIAMI, FL. B T 1Rl'J55'Co. LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress Incr YES Code FBC2001 /ANSI95 Truss Type ROOF TRUSS 2x4 M1120 I I CSI TC 0.09 BC 0.04 WB 0.05 (Matrix) Qty 11 Ply 1 2x4 M112011 6 1 -0 -0 1 -3-10 1 -3-10 2 1 -0-0 0 -3 -10 1 -3-10 0x4 MII20= 3-8 -0 2-4-6 3-8 -0 2-4 -6 3 4 2x4M1126II Scale = 1:8.3 DEFL in floc) Vdefl L/d Vert(LL) 0.00 5 >999 240 Vert(TL) 0.00 5 >999 180 Horz(TL) 0.00 4 n/a n/a 0004 Job Reference (optionell 6.100 s Sep 17 2004 MiTg§KYfr tl0smes,Tnc. Fri May 1310:08:36 2005 Page 1 PLATES GRIP MI120 249/190 Weight 191b LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 4=89/Mechanical, 5=282/0 -7-4 Max Upiift4 — 59(load case 2), 5 - l87(load case 2) FORCES (b) - Maximum Compression/Maximum Tension TOP CHORD 1-8=- 10/12, 1 -2=- 10/14, 2-3=-10/14, 3.4 =70/70 BOT CHORD 5-6=- 14/10, 4-5 =15/21 WEBS 2 -5=- 201/182, 3-5= -42/29 BRACING TOP CHORD Sheathed or 3-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES 1) Wind: ASCE 7 -98; 146mph (3-second gust); h =10ft; TCDL =5.0psf•, BCDL =5.0psf; Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 2) Provide adequate drainage to prevent water ponding. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 59 lb uplift at Joint 4 and 187 lb uplift at joint 5. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert 1-3=-90, 4 -8=20 2) C-C Wild: Lumber Incxease=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-3=83, 4 -8=-10 This safety alert symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. CAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could result in personal injury or damage to structures. H I B- 91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES© k is the responsibility of the installer (builder, building contractor, licensed contractor, erector or erection contractor) to properly 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 superiortothe projectArchitect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof orfloor. These recommendations are based upon the collective experience of leading technical CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor is ad- vised to obtain and read the entire booklet °Com- mentary and Recommendations for Handling, In- stalling & Bracing Metal Plate Connected Wood Trusses, HIB -91° from the Truss Plate Institute. Trusses stored horizontallyshould be sup- ported on blocking to prevent excessive lateral bending and lessen moisture gain. WARNING: Do not break banding until installa- tion begins or lift bundled trusses by the bands. WARNING: Do not use damaged trusses. TRUSS STORAGE CAUTION: Trusses should not be unloaded on rough terrain or uneven surfaces which could cause damage to the truss. Frame 1 DANGER: A DANGER designates a condition where failure to follow instructions or heed warn- ing will most likely result In serious personal injury or death or damage to structures. WARNING: A WARNING describes a condition where failure to follow instructions could result in severe personal injury or damage to structures. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833 -5900 personnel inthewoodtruss industry, but must, duetothe nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Thus, theTruss 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. CAUTION: All temporary bracing should be no less than 2x4 grade < marked lumber. All connections A should be made with minimum of 2-16d nails. All trusses assumed 2' on- center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to Installation. Trusses stored vertically should be braced to prevent toppling or tipping. DANGER: Do not store bundles upright unless properly braced. DANGER: Walking on trusses which are lying flat is extremely dangerous and should be strictly prohibited. WARNING: Do not attach cables, chains, or hooks to the web members. Tag Line or Tess 1 1 h -I Approximately Approximately 1 /2 truss length 1 /2 truss length Truss spans Tess than 30'. Toe In — Approximately Y2 to %truss len, th Spreader Bar _— Toe In Less than or equal to 60' Spreader Bar Approximately 1 /z to 35 truss length Less than or equal to 60' GROUND BRACING :BUILDING INTERIOR Toe In Tag Une Toe In Tag Une t\ j�r i a tat truss of br group of trusses i End brace (EB), l \ Ground brace " 41 \ lateral (LB Ground a G8 agony ( D) Note: 2" floor s ystem shall havo. adequate capacity to support ground braces. —2nd floor Tag Une MECHANICAL INSTALLATION 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 par 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. Ground brace . 'I L t\ ertical (GBV) -Top Chord - -ZGBV Frame 2 WARNING: Do not lift single trusses with spans greater than 30' by the peak. Backup ground stake Tag Une At or above t mid - height Tag Une Driven ground stakes Strongback/ SpreaderBar Z . [// Approximately 3/4 to 3/4 truss length /• 1 i\ I IIIN 10' 10' Approximately Y3 to 3 /i truss length Strongback/ SpreaderBar Greater than 60' Greater than 60' CAUTION: Temporary bracing shown in this summary sheet Is adequate for the installation of trusses with similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB -89, and in some cases determine that a wider spacing is possible. A GROUND BRACING: BUILDING EX 1 floor Top Chord LB T Ground brace diagonals (GBH Ground brace vertical (GBV) CAUTION: Ground bracing required for all installations. Blocking Typical vertical attachment a \ \ a � < - & - 7 --- ; f \<.,- 1 - Strut (ST) 10' . Typical horizontal tie member with multiple stakes (HT) Plan End Wall S, Ground Brace V Verticals (GBv) Grou `• lateral \ 1st truss of b ( group of true End brace (EB) SPAN t; Top chords that are laterally braced can buckle togetherand cause collapse [(there iano 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. DF - Douglas Fir -Larch HF - Hem -Fir Continuous Top Chord Lateral Brace Required 12 WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings: Up to 28' Over 28' - 42' Over 42' - 60' Over 60' TOP CHORD 111NIMUMi TOP CHORC- DIAGONAL BRACE" PITCH LATERAL BRACE SPACING (DB6) .bIFFERENCE SPACING(LB& . [# trusses] 7' 2.5 3.0 3.0 6' 5 SP/DF 17 9 5 SPF/HF 12 6 3 See a registered professional engineer Continuous Top Chord Lateral Brace Required SP - Southern Pine SPF - Spruce - Pine -Fir 4 or greater All lateral braces Zapped at (east 2 trusses. Frc ms 3 SPAN Up to 32' Over 32' - 48' Over 48' - 60' Over 60' TOP CH ORD MINIMUM LATERAL BRACE PITCH SPACING(Las) 4/12 4/12 8' 6' TOP CHORD DIAGONAL BRACE SPACING (DBs) j# trusses] 10 SPF /HF 15 P /DF 20 7 4/12 5' 6 See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir Ali lateral braces lapped at least 2 trusses. 12 5 fj V fir r� /G. 2.5 !\yam\ J `O .`i ^� % s :. L / `, SP - Southern Pine SPF - Spruce - Pine -Fir PITCHED ,TRUSS:, 1 Top chordathatare laterally braced can buckle togetherand cause collapse if there 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. SCISSORS TRUSS SPAN MINIMUM PITCH 3OTTOM CHORD LATERAL BRACE SPACING(LBS) BOTTOM CHORD DIACONAL BRACE SPACING (DB3 (# trusses] SP /DF SPF /H Up to 32' 4/12 15' 20 15 Over 32' - 48' 4/12 15' 10 7 Over 48' - 60' 4/12 15' 6 4 Over 60' See a registered professional engineer 12 - I 4 or greater Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. WARNING: Failure to follow these recommendations could result in severe personal Injury or damage to trusses or buildings. o:UE.s MEMBER FLANii w o t Permanent continuous C�a lateral bracing °� as specified by the truss engineering. Fame 4 DF - Douglas Fir -Larch HF - Hem -Fir SP - Southern Pine SPF - Spruce- Pine -Fir All lateral braces lapped at least 2 trusses. Is BOTTOM CHORD PLANE Cross bracing repeated at each end of the building and at 20' intervals. SPAN MINIMUM DEPTH TOP CHORD LATERAL BRACE SPACING(LB TOP CHORD DIAGONAL BRACE SPACING (DBs) # trusses SP!DF SPF /HF Upto32' 30" 8' 16 10 Over 32' - 48' 42" 6' 6 4 Over 48' - 60' 48" 5' 4 2 Over 60' See a registered professional engineer OF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce - Pine -Fir The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. Alt lateral braces lapped at least two trusses. 2x4/2x6 PARALLEL CHORD TRUSS Continuous Top Chord Lateral Brace Required 10" or Greater 2 WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. 1 4x2 PARALLEL CHORD TRUSS:TOP CHORD Top chords that are laterally braced can buckle togetherand ca use collapse if there land 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. End diagonals are essential for stability and must be duplicated on both ends of the truss system. 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 purlins are attached to the topside of the top chord. 1 5 1 All lateral braces lapped at least two trusses. End diagonals are essential for stability and must be duplicated on both ends of the truss system. Fri 5 3 7 7 30" or greater Continuous Top Chord —\ Lateral Brace Required \ 4 10" or Greater 1 / Attachment / Required ---' X 31/2" Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. SPAN MINIMUM ` PITCH TOP CHORD LATERAL BRACE SPACING(LBS) TOP CHORD DIAGONAL BRACE SPACING (D88) (# trusses] SP /DF SPF /HF jp to 24' 3/12 8' 17 12 Over 24' - 42' 3/12 7' 10 6 Over 42' - 54' 3/12 6' 6 4 Over 54' See a registered professional engineer D(in) D /50 D(ft) 12" 1/4" 1' 24" 1/2" 2' 36" 3/4" 3' 48" 1" 4' 60" 1 -1/4" 5' 72" 1-1/2" 6' 84" 1-3/4" 7' 96" 2" 8' 108" 2" 9' L(ln) L/200 L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' L(in) L/200 L(ft) 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' DF - Douglas Fir -Larch HF - Hem -Fir Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle togetherand causecollapse Miters lano 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. MONO TRUSS I WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Maximum Misplacement PLUMB Truss Depth D(in) SP - Southern Pine SPF - Spruce -Pine -Fir Lesser of D /50 or 2" Plumb Line dam•:. Continuous Top Chord Lateral Brace Required Attachment Required OUT -OF -PLUMB INSTALLATION TOLERANCES. WARNING: Do not cut trusses. INSTALLATION TOLERANCES 1 T t' /a' 1 T Frame L(in) 12 — 13 or greater 4 9 • N N N N Length L(in) t Lesser of L/200 or 2" b 1111 L(1n) OUT -OF -PLANE INSTALLATION TOLERANCES. ..,. f0 . ► 6 • All lateral braces lapped at least 2 trusses. BOW Lesser of L/200 or 2" J DANGER: Under no circumstances should construction loads of any description be placed on unbraced trusses.