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BP-04-1465 (3)
Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 : ` Tel: (305) 795.2204'Fax:,.(305) 756.8972 BUILDING ;=iz ,gin ermit No. PERMIT APPLICATION �'._ .ro _ e P. emit No. S�t ac4 - c q(Q.S FBC 2001 Permit Type (circle): Building Electricals Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) !Il Ai.Tb p (f k... Phone # 6,_<• Y73 - q J 3 Owner's Address Q (S F 9-0 A'D City 111MAtp.t S'H Log,VtcLAGtate Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) S t 4 €, Lot/ �"7'�i .r m IA m t S'i-k0 eft v l (Loci: City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name —1) 12,A 0.6 (�( S-r,P�c �C7�p !L( Phone # Contractor's Address gr`j. to 12..) aC l4 f ( ` City LAIGL W61-rit- State L Zip 2 g 4(Q l Qualifier .3G m“ State Certificate or Registration No. C.e. p$6 t Certificate of Competency No. ngineer's Name (if applicable) W 1 /fir% 190 LL Phone # " `? t $ Value of Work For this Permit _ Square Footage Of Work: Type of Work: ❑Addition ❑Alteration Describe Work:. - ❑New ❑ Repair/Replace ❑ Demolition keir Submittal Fee $ Notary $ Scanning $ Code Enforcement $ ****************************Fees***'*************************** a,.' Permit Fee $ 35 '�.. CCF $ Training/Education Fee $ Radon $ =`3ial Fee Now Due $ CO/CC Technology Fee $ Zoning Bond $ Structural Plan Review. $ (Continued on opposite side) 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 Signature Owner or Agent C/Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 4247 who is personally known to me or who has produced who C.personallyko me or who h uced As identification and who did take an oath. as identification NOTARY PUBLIC: NOTARY PUB Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: ********************************************************************************************************* **********************************..'.r********************************************************************* APPLICATION APPROVED BYE chc 05/13/03 ma 29E5 3�� (O,S f'/"�,I- GGe•-k. Plans Examiner Engineer Zoning ' MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 Building Inspection Request Date Type Insp'n , BRA TraS e> Permit No.R`i —I UC,5 Name Cam' Address LC_Y\ V� Company Phone # Inspection Date Approved Correction Re-Insp'n Fee • MIAMI SHORES VILLAGE BUILDING DEPARTMENT' 305-795-2204 Building Inspection Request Datet"7-.)O Type Insp'n Aft0s/se— / ros e.› PermitermitNo. Name Address "4:- 10 \ Company DE, CAC Phone # Inspection Date Date Approved r , Correction o , Re-Insp'niee 0 1,1k. 1 1 • mai 1.1 e • • 1 r MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 Building Inspection R Date Type Insp' nG�4 �� Permit Noe)PQ "i r H 3 Name e e c-C . Address SUc) (0 ( 34 Company tC--1("C :O ID Phone # Inspection Date 9) 7 Approved)1( Correction ❑ Re-Insp'n Fee ❑ 4 41, t. . • • Phone # • Inspection Date gIrAiVII SHORES VILLAfftN BUILDING DEPARTMENT 305-795-2204 Buil ing Inspection Req, u,35 Date 0, Type Insp'n 3 , POPermit No Name0 t kc c___‘Th . Address SC - if‘")._, fa( 34- Company:11)7) • Approved t Correction Re-Insp'n Fee CD( ;.Z 5. 1 Project: 550. NE. 101. ST. Model: Block No: Lot No: Contact Site Office Name: Phone: Fax: To: DRACON CONST. Deliver To: 550 NE. 101 ST. MIAMI, SHORES, FL. Deliver To Address3 Tentative Delivery Date: Truss List Job Page: 1 of 1 Date: 3/22/2005 Project 5C41 Account No: Designer: mtm Salesperson Quote 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 Pages or sheets covered by this seal: 0001 thru 0005 Total: 5 drawings 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 0001 V4 0005 V9B 0002 V8 0003 V9 0004 V9A ritrvtue:n u t`,ONTRERAS, P.E. Consulting Engineer Civil/Structural 30 N.W. 87 Avenue, #C-101 Miami, FL 33172 Phone: (Florida P.E. 667-679721522) MAR 2 2 2004 • To:Production DRACON CONST. List Job Number: Page: 1 Date: 03-22-2005 - 3:52:19 PM Project ID: 5C41 Project: 550. NE. 101. ST. Block No: Model: Lot No: Contact: Site: Office: Deliver To: 550 NE. 101 ST. MIAMI, SHORES, FL. Account No: Salesperson: Designer: mtm Quote Number: Name: Phone: Fax: Tentative Delivery Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: LOH ROH �� 5 V4 6 lbs. each 4-0-0 2X4/2X4 ROOF TRUSS 3.00 0.00 0-0-0 0-0-0 4 BF -Ea 20 Total I 5 V8 lbs. each 8-0-0 2X4/2X4 ROOF TRUSS 3.00 0.00 0-0-0 0-0-0 9 BF -Ea 47 Total 2 120 3 V9 28 lbs. each 10-7-0 2X4/2X4 ROOF TRUSS 3.00 0.00 0-0-0 0-0-0 14 BF -Ea 42 Total 3 1 V9A 24 lbs. each 9-4-0 2X4/2X4 ROOF TRUSS 3.00 0.00 0-0-0 0-0-0 12 BF -Ea 12 Total 4 1 V9B 28 lbs. each 10-8-8 2X4/2X4 ROOF TRUSS 3.00 0.00 0-0-0 0-0-0 14 BF -Ea 14 Total 5 1 c-stivtut::r,1 L. L/ONTRERAS, P.E. Miami,Consulting Engineer Civil/Structural 30 N.W. 87 Avenue, #C-101 FL 33172 / ..�� nc7_R7G7 (Florida P E. 21522) MAR 2 2 2.004 Jot 5C41 Truss V4 Truss Type ROOF TRUSS Qty 5 Ply 1 DRACON CONST. 0001 Job Reference (optional) BEST TRUSS CO., MIAMI, FL., BEST TRUSS CO. 5.100 s Mar 25 2003 MiTek Industries, Inc. Tue Mar 22 15:59:21 2005 Page 1 2-0-0 II 4-0-0 2-0-0 3X4 = 2-0-0 Scale = 1:6.3 2 3.00 FIT 3 1 • • 4-0-0 4-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.04 Vert(LL) n/a - n/a 999 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.00 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 (Matrix) Weight: 6 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 1=63/4-0-0, 2=126/4-0-0, 3=63/4-0-0 Max Upliftl=-56(load case 2), 2=-98(Ioad case 2), 3=-56(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD , 1-2=12, 2-3=-12 NOTES 1) Unbalanced roof live Toads have been considered for this design. 2) Wind: ASCE 7-98; 146mph; h=10ft; TCDL=5.0psf; BCDL=5.0psf; Category II; Exp C; enclosed;C-C interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 56 Ib uplift at joint 1, 98 Ib uplift at joint 2 and 56 Ib uplift at joint 3. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. LOAD CASE(S) 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-90.0, 2-3=-90.0 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (p11) Vert: 1-2=75.0, 2-3=75.0 Horz: 1-2=-85.0, 2-3=85.0 3) 1st unbalanced Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (p1f) Vert: 1-2=-90.0, 2-3=-30.0 4) 2nd unbalanced Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (Of) Vert: 1-2=-30.0, 2-3=-90.0 Job 5C41 Truss V8 Truss Type ROOF TRUSS Qty 5 Ply 1 DRACON CONST. 0002 Job Reference (optional) BEST TRUSS CO., MIAMI, FL., BEST TRUSS CO. 5.100 s Mar 25 2003 MiTek Industries, Inc. Tue Mar 22 15:59:21 2005 Page 1 4-0-0 8-0-0 4-0-0 4-0-0 Scale = 1:12.6 3x4 = 3.00 12 2 3 1 3x4 % 3x4 8-0-0 H 8-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.20 Vert(LL) n/a - n/a 999 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.22 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 (Matrix) Weight: 21 Ib LUMBER BRACING TOP CHORD '2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 1=310/8-0-0, 3=310/8-0-0 Max Upliftl=-176(load case 2), 3=-176(load case 2) FORCES (Ib)'- First Load Case Only TOP CHORD 1-2=-547, 2-3=-547 BOT CHORD 1-3=507 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wnd: ASCE 7-98; 146mph; h=10ft; TCDL=5.0psf; BCDL=5.0psf; Category II; Exp C; enclosed;C-C interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 176 Ib uplift at joint 1 and 176 Ib uplift at joint 3. LOAD CASE(S) 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-90.0, 2-3=-90.0, 1-3=-20.0 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=72.5, 2-3=72.5, 1-3=-10.0 Horz: 1-2=-82.5, 2-3=82.5 3) 1st unbalanced Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-90.0, 2-3=-30.0, 1-3=-20.0 4) 2nd unbalanced Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-30.0, 2-3=-90.0, 1-3=-20.0 Jots 5C41 Truss V9 Truss Type ROOF TRUSS Qty 3 Ply 1 DRACON CONST. 0003 Job Reference (optional) BEST TRUSS CO., MIAMI, FL., BEST TRUSS CO. 5.100 s Mar 25 2003 MiTek Industries, Inc. Tue Mar 22 15:59:22 2005 Page 1 5-3-8 10-7-0 1 5-3-8 5-3-8 Scale = 1:16.7 3x4 = 3.00 12 2 1 3 3x4 % 3x4 1070 10-7-0 Plate Offsets (X,Y): [2:0-2-0,Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TOLL 30.0 Plates Increase 1.33 TC 0.31 Vert(LL) n/a - n/a 999 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.31 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 (Matrix) Weight: 28 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-10-12 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-3-13 oc bracing. 1 REACTIONS (Ib/size) 1=452/10.7-0, 3=452/10-7-0 Max Upliftl=-249(load case 2), 3=-249(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-1008, 2-3=-1008 BOT CHORD 1-3=956 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wnd: ASCE 7-98; 146mph; h=10ft; TCDL=5.0psf; BCDL=5.0psf; Category 11; Exp C; enclosed;C-C interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 249 Ib uplift at joint 1 and 249 Ib uplift at joint 3. LOAD CASE(S) 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-90.0, 2-3=-90.0, 1-3=-20.0 2) C-C Wnd: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (p11) Vert: 1-2=70.5, 2-3=70.5, 1-3=-10.0 Horz: 1-2=-80.5, 2-3=80.5 3) 1st unbalanced Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-90.0, 2-3=-30.0, 1-3=-20.0 4) 2nd unbalanced Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-30.0, 2-3=-90.0, 1-3=-20.0 Jot( 5C41 Truss V9A Truss Type ROOF TRUSS Qty 1 Ply 1 DRAGON CONST. 0004 Job Reference (optional) BEST TRUSS CO., MIAMI, FL., BEST TRUSS CO. 5.100 s Mar 25 2003 MiTek Industries, Inc. Tue Mar 22 15:59:22 2005 Page 1 4-8-0 9-4-0 1 4-8-0 4-8-0 Scale = 1:14.7 3x4 = 3.00 12 2 3 1 3x4 % 3x4 9-4-0 9-4-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.20 Vert(LL) n/a - n/a 999 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.25 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 (Matrix) Weight: 25 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 9-1-6 oc bracing. REACTIONS (lb/size) 1=383/9-4-0, 3=383/9-4-0 Max Upliftl=-214(load case 2), 3=-214(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-837, 2-3=-837 BOT CHORD 1-3=792 NOTES 1) Unbalanced roof live Toads have been considered for this design. 2) Wnd: ASCE 7-98; 146mph; h=10ft; TCDL=5.0psf; BCDL=5.0psf; Category 11; Exp C; enclosed;C-C interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 214 lb uplift at joint 1 and 214 lb uplift at joint 3. LOAD CASE(S) 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-90.0, 2-3=-90.0, 1-3=-20.0 2) C-C Wnd: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=71.4, 2-3=71.4, 1-3=-10.0 Horz: 1-2=-81.4, 2-3=81.4 3) 1st unbalanced Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-90.0, 2-3=-30.0, 1-3=-20.0 4) 2nd unbalanced Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-30.0, 2-3=-90.0, 1-3=-20.0 Job 5C41 Truss V9B Truss Type ROOF TRUSS Qty 1 Ply 1 DRACON CONST. 0005 Job Reference (optional) BEST TRUSS CO., MIAMI, FL., BEST TRUSS CO. 5.100 s Mar 25 2003 MiTek Industries, Inc. Tue Mar 22 15:59:23 2005 Page 1 5-4-4 10-8-8 5-4-4 5-4-4 Scale = 1:16.9 3x4 = 3.00 FlY 2 1 3 3x4 = 3x4 10-8-8 10-8-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.32 Vert(LL) n/a - n/a 999 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.32 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES VVB 0.00 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 (Matrix) Weight: 29 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-10-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-3-0 oc bracing. REACTIONS (Ib/size) 1=459/10-8-8, 3=459/10-8-8 Max Upliftl=-252(load case 2), 3=-252(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-1025, 2-3=-1025 BOT CHORD 1-3=972 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wnd: ASCE 7-98; 146mph; h=10ft; TCDL=5.0psf; BCDL=5.0psf; Category II; Exp C; enclosed;C-C interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 252 Ib uplift at joint 1 and 252 Ib uplift at joint 3. LOAD CASE(S) 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-90.0, 2-3=-90.0, 1-3=-20.0 2) C-C Wnd: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=70.5, 2-3=70.5, 1-3=-10.0 Horz: 1-2=-80.5, 2-3=80.5 3) 1st unbalanced Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-90.0, 2-3=-30.0, 1-3=-20.0 4) 2nd unbalanced Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-30.0, 2-3=-90.0, 1-3=-20.0 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. HIB-91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES° It 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 trussesfor 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 -a. Avised to obtain andread the entire booklet "Com- mentary' and Redommendations;for Handling, In- stalling &. Bracing Metal Plate Connected Wood Trusses, HIB-91" from the Truss Plate Institute. DANGER: A DANGER designates a condition Awhere failure to follow instructions or heed warn- ing will most.likely result in serious personal injury or death or damage to structures. AWARNING: 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 inthe wood truss 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. ACAUTION: All temporary bracing should'be no less than 2x4`.grade, marked ;lumber:' All connections should tie made with minimum` of 2-16d nails,t.Alt trusses assumed 2' on -center or less All multi -ply trusses should' be connected together in accor- dance with design'drawings prior to installation. TRUSS STORAGE', CAUTION: Trusses should `not be unloaded on rough terrain or uneven surfaces which could cause damage to the truss. Trusses stored horizontally should 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. Trusses stored vertically should be braced to prevent toppling or tipping. DANGER: Do not store bundles upright unless property braced. DANGER: Walking on trusses which are lying flat is extremely dangerous and should be strictly prohibited, Frame 1 WARNING: Do not attach cables, chains, or hooks to the web members.. Tag Line LROMES I i Approximately Y. truss length i I Approximately 1/2 truss length Truss spans less than 30'. Spreader Bar Toe In Approximately 1/2 to Y3 truss len • th Toe In Less than or equal to,60' Spreader Bar Lf Toe In — Approximately 1/2 to Y3 truss length :x Less than or equal to 60' Tag Line WARNING: Do not lift single trusses with spans greater than 30' by the peak. 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 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. Tag Line Toe In Tag Line Tag Line Strongback/ SpreaderBar / \\t f \\\\\ Approximately 10' Y3 to 3/4 truss length Strongback/ SpreaderBar At or above t mid -height Tag Line Greater than 60' 10' 10' Approximately ih to 3/4 truss length Greater than 60' A CAUTION: Temporarybracing shown in this summary sheet is adequate for the installation of trusses with similar °configurations. Consulta registered 'professional engineer if a different bracing arrangement 'is desired. The engineer may design bracing in, accordance with_TPI's Recommended Design Specification for Temporaiy Bracing of Metal Plate Connected Wood Trusses;DSB-89, and in some cases determine that a wider spacing is possible. t • GROUND BRACING:BUILDING' INTERIOR'; i a it 1st truss of braced group of trusaes1 End brace (EB \' \ _ Around brace \ latera (LBG) \ \ Ground brace ertical (GBv) y° \ Ground braa. — diagonals (GBD Note 2nd floor system shall have'° adequate capacity to support ground l j - braces f -2nd floor tint floor GROUND BRACING: BUILDING EXTERIOR /Top Chord 4 GBV • Backup ground stake Driven ground stakes - CAUTION: Ground bracing required for all installations. Typical vertical attachment - End Wall Plan Ground race - I A� Verticals GBy) Grou brace 1st truss of b lateral (LB\- group of trus Erid brace (EB) - St ut (ST) Typical horizontal tie member with multiple stakes (HT) Frame 2 12 ,c0 Top chords that are 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 purlina are attached to the topside of the top chord. 4 or greater SPAN MINIMUM PITCH TOP CHORD` LATERAL BRACE SPACING(LBS) TOP CHORD DIAGONAL BRACE SPACING (DBS) ' .. [# trusses] SP/DF 20 SPF/HF 15 Up to 32' 4/12 8' Over 32' - 48' 4/12 6' 10 7 Over 48' - 60' 4/12 5' 6 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir All lateral braces lapped at least 2 trusses. SP - Southern Pine SPF - Spruce -Pine -Fir Continuous Top Chord Lateral Brace Required PITCHED TRUSS WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings' r ' ? L SPAN; Y �r MINIMUM:, : PITCH • DIFFERENCESPACING(LB8). TOP CHOR D LATERAL BRACE TOP CHORD DIAGONALBRACE SPACING (DBS) [# trusses] ,:..;:' SP/DF SPF/HF 12 Up to 28' 2.5 7' 17 Over 28' - 42' 3.0 6' 9 6 Over 42' - 60' 3.0 5' 5 3 Over 60' See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir SP - Southern Pine SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. 12 5 r — 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. SCISSORS TRUSS Frame ;3 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. SPAN MINIMUM PITCH , • BOTTOM CHORD LATERAL BRACE SPACING(LBs) BOTTOM CHORD DIAGONAL BRACE SPACING (DBS) [# trusses] SP/DF 20 SPF/HF 15 Up to 32' 4/12 15' Over 32' - 48' 4/12 15' 10 7 Over 48' - 60' 4/12 15' 6 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir SP - Southern Pine SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. BOTTOM CHORD PLANE WARNING: Failure to follow these recommendations could result In severe personal injury or damage to trusses or -buildings. SNa- .o "Go r— Permanent continuous lateral bracing as specified by the truss engineering. F WEB MEMBER PLANE F. ire' Cross bracing repeated at each end of the building and at 20' intervals. SPAN MINIIVIUM DEPTH TOP CHORD LATERAL BRACE SPACING(LBs) TOP CHORD DIAGONAL BRACE SPACING (Des) [# trusses] SP/DF SPF/HF Up to 32' 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 DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 9 The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. Ali lateral braces lapped at least two: trusses. 2x4/2x6 PARALLEL CHORD TRUSS Top chords that are laterally braced can buckle together and 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. •kl End diagonals are essential for ' stability and must be duplicated`on both ends of the truss system. Continuous Top Chord Lateral Brace —�-- Required 10" or Greater Attachment Required —" 30" or greater WARNING: Failure to follow theserecommendations could result in severe personal injury or damage to trusses or buildings. 4x2 PARALLEL CHORD TRUSS:TOP CHORD Top chords that are 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. 15 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. 30yDas1 es =---45° Continuous Top Chord Lateral Brace Required 1 10" or Greater Attachment / Required —' 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 (DBS) [# trusses) SP/DF ' SPF/HF Up 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 DF - Douglas Fir -Larch HF - Hem -Fir SP - Southern Pine SPF - Spruce -Pine -Fir Diagonal brace also required on end verticals. Top chords that are 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. MONO TRUSS: 12 All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace Required AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. PLUMB Truss Depth D(in) Lesser of D/50 or 2" INSTALLATION TOLERANCES '• D(in). D/50i, 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' Maximum Misplacement Plumb Line OUT -OF -PLUMB INSTALLATION TOLERANCES. WARNING: Do not cut trusses. T i 1 ±'/a' Length L(in) BOW L(in) Lesser of L/200 or 2" L(in) L1200 L(ft) 50" 1 /4" 4.2' 100" 1 /2" 8.3' 150" 3/4" 12.5' L(in) { } Lesser of L/200 or 2"i L(in) L/200 L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' OUT -OF -PLANE INSTALLATION TOLERANCES. -DANGER:.. Under no circumstances should construction loads of any description be placed on unbraced trusses. Frame STANDARD ROOF VALLEY DETAIL SUPPORThr TRUSSES VAULT TRUSSES 2x3 (typ) Strop O 48" o.c. see note (c) I below �►� 3x_ YAUZY AREA` PARTIAL ROOF LAYOUT Supporting Truss MOIL 1. DESIGN CHECKED FOR 14e Ii H WPC LOAD. 2. STRESS INCREASE • 33 %. 12 Q48o 7 See note 5x6 spl. (t)p) ' 3z6 spl. (typ) 4x4 Supporting trusses of 2'-0" o.c. max . NOTES: (a) Provide continuous bracing on verticals over 6'-3'. Connect bracing to verticals w/2-8d nails and bracing must be tied to a fixed point at each end. (b) Max. spacing for vertical studs= 8'-0" On trusses with spans over 24.-0" the vertical should be spaced of 6'-0" o.c. max. (c) Conn. for wind uplift w/ min. 1 1/4". 1e go. twist .strop at 4'-0" intervals w/4. 10d nails each side of strap. Max 1D0 mph wind. speed, 15.-0' max wail height. Valley trusses at 2'-0" o.c. max. 6" wedge nailed to truss w/2-8d toe nails or bevel cut bottom chord of volley truss. (ACCORDING TO NATIONAL DESIGN SPEC.) FOR GROUP 9 SPECES (S.YP.): Id OWN NAILS ■ 78 b. (Shoe) 1131 cWN NAILS • 94 b. (swan T.C. 2 x 4 No.2 19SP B.C. 244 No.2 19SP Webs 2 it 4 No. 3 19 SP LLADNG (PSF) L TOP 30 15 SOTTO/ 0 10 SPACING: 24' O.C. FLORIDA BULDIIG CODE 2001 Not Plywood dustbin may be extended below valley bosom ?oxide apathy kr vaaps to canoed to trusses beow. STRUCTURES USA, INC. Maas) 74o-ear -ex DIamew a SUPPLY ALL KIND or sTUIL ooNNICTORW" Fw NNno: SW Roof Why DAM (Nov 2e.04).54 • Shod: sld Roof Volley REMBERTO CONTRERAS, P.E. Consulting Enoirsv'-.:Civilt,,Structura 30 N.W.PhOn°t`,',►+�r;' M;xa .t REMBjRTO CONTRERAS; P.E. ConsultllRfffillatEnseckuskINC. .W. 97 wW'Aie, sr-tn1 Miami, FL 33172 Phone: (305) 667-6797 NOV 3 0 2004 (F!orida P.E. 21522) 1Vl iaiiil 3$11u1 ' Ridge Building Department 10050 N.E.2f}d_A.uenue Miami Sho es, Florida 33138 Tel: (305/OiCv'a:r (3. 5�, 756.8972 BUILDING `3 � r�+ ,u"5 PERMIT APPLICATION 1+ B C 2001 Permit Type (circle): Building Owner's Name (Fee Supple Titleholder) Owner's Address Electrical A m►4� of gt I'OE 4.4 -to Auk - A-D Cite n't at 1 St4.tay OI(ACIEtate Tenant/Lessee Name Permit No. aster Permit No. 'P 0 4 (, 44(g61 Plumbing Mechanical Roofing � Gi�(j bt).l Phone # � Q`j _ rj 3 - Q �� Zip Phone # .lob Address (where the work is being done) ��, _, �[ t 0 l � ' LtT , eft gR 4t S G}8 J City Miami Shores Village Co ' t n13k_ lit Zip Is Building Historically Designated YESr�� Contractor's Company Name 1(2,AGQ e-01�lST,2eec I Q� f Phone # Contractor's Address g`'Z (,O woc i e Cif Cit;- l.,faia- W 6 eTW Qualifier —TAM J t ►" Slate NL Zip qL-M(o-o�o� Stale Certificate or Registration No. c a.c exgO 7i, i Certificate of Competency No. igineer's Nam@` if p 'cable into'' i i.ke 1 P,j k- L L Phone # "3 OS .S Ze- 3 ° 3 7 S Value of Work For this _ e its taw'I j_ _ a Square Footage Of Work: Type of Work: ❑Addition ❑Alteration [New ❑ Repair/Replace ❑ Demolition Describe Work: -ro f c, S D PA56—a A-4� 445,,,n «- P p t✓ Gu- c J 5 Gam' ' a ;z: c ) ,If r ., ,- ****: ***********************Fees******** :***; ************** Submittal Fee S Permit Fee S ,35- , . CCF S CO/CC Notary $ Training/Education Fee S Technology Fee S Scanning S '3 — Radon S Zoning Bond S Code Enforcement S N97 1)1c. Structural Plan Review. S ,j 0, �% lig - Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address nit ' 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 S2500, the applicant 17111si 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 he 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 reinspeclion.fee will be charged. Signature Signature Owner or Agent 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. The foregoing instrument was acknowledged before me this Z3 day of 7�,G i�GA— --, 20 ( b!�� y who NOTARY PUBLIC: NOTARY PUBL Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: 1 15-0 7 *************************************************************************************************** ******************************** APPLICATION APPROVED BY: Chc 05/13/03 MAR 29Z�rS 4 3/i/os -uG1" Plans Examiner Engineer Zoning