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HomeMy WebLinkAboutREVISIONS - BUILDING PERMITS`E< ~?OFFICE USE ONLY: DATE FILED: b O� PERMIT NUMBER: d 2 o .(jU) `t REVISION FEE: RECEIPT NO.: 8Q a—j ST. LUCIE COUNTY DEPARTMENT OF COMMUNITY ITY DEVELOPMENT I UILDING & ZONING VIRGINIA AVENUE _ FILE COPY T PIERCE, FL 34982-5652 •462-1553. SCANNED BY Sf. Lucie County APPLICATION FOR,, BUILDING PERMIT REVISIONS PROJECT INFORtiIATION 1. LOCATION!SITE ADDRESS: DETAILED DESCRIPTIONS OF PROJECT CONTRACTOR INFORMATION: ST._OF FL REGJCERT#S BUSI.NESSNA_ME: S Qualifiers.Name: ADDRESS: CITY: PHONE (DAYTI>IE): ARCHIT/E\GI-NEER- NA_ME: ADDRESS: CITY: PHONE (DAYTIME): _ ST. LUCIE COUNTY CERT.!! C_ STATI L --2i400 Oq FAX# FAX# 4 Code Compliance Division 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-2522 http:llstiucleco.gov/ce Date: 16 November 2007 Job Address: 703 NE RAMIE CT Received By: goycochb Paid With: CK Paid By: IZZO BUILDERS a Building Receipt Sign: Receipt 4: 0000058907 'ermit Number: SLC- 0703-0014 Amount: $50.00 -redit Card Number: Check Number: 3517 0 I a� IT r �= x ISM ENGINEERING, INC. October 10, 2007 St. Lucie County Code Compliance Division 2300 Virginia Avenue Ft. Pierce, FL 34982 RE: Design Comments KieUDoran Residence 703 Ramie Court, NE Port St. Lucie, FL 34952 Axiom Engineering Project No: 5765-404 To Whom It May Concern: THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO OOMP, Y WITH ALL A♦ PWIDA Ii CODES, Please be advised that the S-1 Columns specified on sheet S4 for installation on the porches are being substituted with 10" diameter poured columns with the same steel configuration as shown in the 8" square C-1 poured columns. If you have further questions or comments, please feel free to contact the undersigned at (954) 757-8666. Respectfully Submitted, ZWPIW- --7 0 8 2097 Edwin M. Faertrian,. .E.%: " Principal Engineer, Axiom Nngmeering, Inc. State of Florida License -Nos. 46590 & CA 8421 Shawn T. Bunch Associate Engineer O ST. LUCIE 06UN BUILDING D"yWilpw REV!ki FOR CO PL CE REVIEWED BY DATE - o 17 PLANS D'PERMIT MUST BE PT ON JOB OR NO INSPECT10N WILL BE MADE 10211 West Sample Road, Suite 106, Coral Springs, FL 33065 Office: (954) 757-8666 • Fax: (954) 757.7004 •Toll Free: (800) 894-1991 www.AxiomEngineeringinc.com FLOOR ' 1 2 3 4 5 6 7 8 9 1) 2) 3) 4) to 15 - 14 13 12 71 0-2-6 (`) For all lumber, plates, etc. not shown, refer to page 2 of this drawing. Repair is based on information received from truss fabricator. Truss must be in original, undeflected position prior to carrying out the repair. Provide temporary support to the truss prior to carrying out the repair. REPAIR PROBLEM: (1) Need to modify right end bearing support of truss shown (a). REPAIR SOLUTION: Apply all nails so as to avoid damaging of lumber and loosening of plates at joints. (A) Use a carbide tipped blade to cut and remove portion of truss shown dashed. All remaining plates must be intact and fully embedded. (B) Install 4x2 SYP #2 member(s) (+) using 1/2" CDX plywood or structurally equivalent material applied to (EACH) face of truss using 8d common nails as per the {Plywood Nailing Schedule}. Installed members must have complete wood to wood contact with original members. {Plywood Nailing Schedule} 2x3, 3x2------- (1-row) @ 3" o.c. 2x4, 4x2------- (1-row) @ 2" o.c. 2x6, 2x8------- (2-rows) @ 2" o.c. 2x10, 2x12 ---- (3-rows) @ 2" o.c. Stagger each row when two or more rows are required. WARNING -Verify design parameters and READ NOTES ON THIS ;ign volid for use only with MRek or Robbirs connecto Philip J. O'Regan, FL Lic. #58126 Robbins Engineering 6904 Parke East Blvd Tampa, FL, 33610 FL Ced.#5555 December 12,21 AND INQUDED ROBBINS REFERENCE PAGE RE10.10d6 BEFORE USE based only upon parameters shown, and k for on indtviduol building component. orient is responsibility of bantling designer- not truss designer. Bracing shown r 0 'r ray, bracinq to insure stability dean construction is Me r.ponsitogiy of the =aFi' ^'i• A" n,quarryconna,z,omge, aeuvery, erecnon one oracing, consvu nay iru waanry wrens,wa-ar aria euu sunning„ H'anenr 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison. WI 53719. Tampa, FL 33610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y L-J J offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-r/19, For 4 x 2 orientation, locate plates 0-'u" from outside edge of truss. This symbol indicates the required direction of slots in connector plates. "Plate location details available In MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate width measured perpendicular 4 x 4 to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSII: Building Component Safety Information, Guide to Good Practice for Handling, Installina & Brocina of Metal Plate J 6-4-8 I dimensions shown t scale) II"�I (Drawings not }o scale) 2 3 TOP CHORDS 0 S U O f- JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311,ESR-1352,ER-5243,9604B, 9730, 95-43, 96-31, 9667A NER-487, NER-561 95110, 84-32, 96-67, ER-3907, 9432A NER-691 © 2006 MiTek® All Rights Reserved n�Qoa 0 'W'Q74' id Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or x-bracing, is always required. See BCSII. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI I Quality Criteria. Robbins Engineering Reference Sheet: RE-10.10.06 Nss N53 Type ly Tam IIINDoran Res., doors T2818508 67970-2 FLO FLOOR 12 1 Job Reference (optional) Chamfers Tmss Inc.. Fod Pierce FI. 34902, Chamfers Truss 6.300 sJul 112006 MITek lntlustries,Inc. Tue Dec 1113:30:302007 Page 03A 1-2-8 2-0-0 "b �� Scale-1i22.2 3x4 M1120= 6x8 WED= 2x3 M112011 3x4 M1120= 2.3 M112011 3x4M1120= as M1120It 6x8 M1120= 1 2 3 4 5 6 7 8 9 ci 15 _ 14 13 12 11 10 3x6 M1120= 3x4 M1120= 2Y3 M112011 3x6 M1120= p38 Eum 7-9-0 8-9-0 12-9-8 136 03A 6548 1-0-0 1-0-0 4-0E 1 088 Plate Offsets Y : 5:0-1-8 Ede 6:0-1-8Ed a 9:0-2-2,Ed e , 12:0-13,0-M , 13:0-13,Ed e LOADING(psf) SPACING 14-0 CSI DEFL in (loc) War L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.41 Vert(LL) -0.10 13-14 >999 480 M1120 2491190 TCDL 10.0 Lumber Increase 1.00 BC 0.44 Ved(TL) -0.1513-14 >980 480 BCLL 0.0 Rep Stress Inch YES WB 0.36 Horz(TL) -0.01 9 n1a n/a BCDL 5.0 Code FBC2004fTPI2002 (Matrix) Weight 66 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.3'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. 1-9 4 X 2 SYP No.21) BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. BOTCHORD 4 X 2 SYP No.21) WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) 1=458/03-0, 9=458/0-8-0 FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-820/0, 23=317/0, 3=1=817/0, 4-5=-1123/0, 5-6=-1123/0, 6-7=-799/0, 7-8=-799/0, 8-9=302/0 SOT CHORD 14-15=0/0, 13-14=0/1154, 12-13=0/1123,11-12=0/1123, 10-11=010 WEBS 5-13=86/41, 6-12=-7/85, 1-14=0/894, 3-14=-163/0,4�14=-373/0,4-13=-125/147, 9-11=0/875,7-11=-129/74,6-11=A94/0 NOTES 1) Unbalanced Floor live loads have been considered for this design. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Recommend 2x6 strongbacks, on edge, spaced at 1"-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. LOAD CASE(S) Standard f Philip J. CRegan, FL Lic. #58126 Robbins Engineering 6904 Parke East Blvd e Tampa, FL, 33610 FL Cert.#5555 December 12,200 WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED ROBBINS REFERENCE PAGE REIa-1006 BEFORE USE iign valid for use only with MTek or Robbins connectors. Ms design is based only upon parameters shown, and is for on individual building component. r �.s +)' plicability, of design paromenters and proper incorporation of component is responsibility of building designer -not truss designer Bracing shown lr lateral suppod of individual web members only. Addifioml temporary bracing to insure stability during construction is the responsbillity of the T `"/" Symbols PLATE LOCATION AND ORIENTATION 3/43/"( Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates To both sides of truss and fully embed teeth. For 4 x 2 orientation, locate plates 0-'n6' from outside edge of truss. This symbol indicates The required direction of slots in connector plates. "Plate location details available In MITek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION 0imm Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPII: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSII : Building Component Safety Information, Guide to Good Practice for Handling, Installina & Brocina of Metal Plate Numbering System 648 dimensions shown t ft-in-sixteenths (Drawings not }o scale) 2 3 TOP CHORDS C1 O x U O JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ]CC -ES Reports: ESR-131 1, ESR-1352, ER-5243, 9604B, 9730, 95-43, 96-31, 9667A NER-487, NER-561 95110, 84-32, 96-67, ER-3907, 9432A NER-691 © 2006 Mil All Rights Reserved Qoaao L 27, Robbins Engineering Reference Sheet: RE-10-10-06 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSII. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing a110 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Desigh assumes 4nanufacture in accordance with ANSVTPI 1 Quality Criteria. ry U818510 038 2- I F2 r— 25-8 F� , /\il Iil 2 3 4 5 6 7 8 9 10 11 �lMplp OEMNO n�`I Ma p4p P W — F—i 18 17 16 15 14 13 12 For all lumber, plates, etc. not shown, refer to page 2 of this drawing. Repair is based on information received from truss fabricator. Truss must be in original, undeflected position prior to carrying out the repair. Provide temporary support to the truss prior to carrying out the repair. REPAIR PROBLEM: (1) Need to cut back 0.25" from each end of the truss as shown (*). (2) Need to move each bearing inward by 0.25". REPAIR SOLUTION: Apply all nails so as to avoid damaging of lumber and loosening of plates at joints. (A) Use a carbide tipped blade to cut and remove portion of truss shown dashed. All remaining plates must be intact and fully embedded. (B) No repair required. Philip J. O'Regan, FL Lie. #56126 Robbins Engineering 6904 Parke East Blvd Tampa, FL, 33610 FL Cert.#5555 December 12,2007 WARNING -Will, dedgn parameters and READ NOTES ON NIS AND INCI.UOED ROBBINS REFERENCE PAGE RE1618-06 BEFORE USE Design valid for use only with Welk or Robbins connectors. This design is based only upon parameters shown, and is for an individual building component (� Applicability of design pommenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillily of the erector. Additional permanent bracing of the overall structure is the respansibility, of the bonding designer. For general guidance regarding fabrication, codify control, storage, delivery , erection and bracing, consult ANSIpPII Ouardy Cdleda,DSB-89 and BCSII Building Component 69M Parke East Blvd. Safety Informal available from Truss Plate lnstilWe. 51 D'Onofdo Drive. Madison, W153719. Tampa. FL 33610 Symbols PLATE LOCATION AND ORIENTATION 3/4� 3\/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0 1/16 r For 4 x 2 orientation, locate plates 0-1n6" from outside edge of truss. This symbol indicates the required direction of slots in connector plates. • Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate width measured perpendicular 4 x 4 to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION 0 MINE Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPH: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSII: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood,Trusses. Numbering System ( 6-4-8 i dimensions shown t t ft-in-sixteenths l (Drawings not to scale) 0 of S U O r— JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ER-5243, 9604B, 9730, 95-43, 96-31, 9667A NER-487, NER-561 95110, 84-32, 96-67, ER-3907, 9432A NER-691 O U U O r © 2006 MiTek® All Rights Reserved >oaaord� Robbins Engineering Reference Sheet: RE-10.10.06 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI1. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor; property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI I. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. 0 ; Nss russ Type y Tam lrzNOoran Res., floors T2818510 67970.2 FLC FLOOR 8 1 ' 0Reference (optional) Chambers Truss Inc, Fort Pierce FL 34982 6.300 sJul 113006 Mmek Industries, Inc. Wed Dec 1210:15:652007 Page 0.3-8 I 2-6-0 2.5-8 0i 9-0i L { , Scale — 1:32.3 2.3 M1120 II 3x4 M1120= 6x8 M1120= 2x3 M1120 11 30 M1120= 3x4 M1120= 2x3 M1120 11 3x4 M1120= 2x3 M1120 11 fix8 M1120= • 1 2 3 4 5 6 7 a 9 10 11 18 17 16 15 14 13 12 3x8 M1120= 2x3 M1120 11 3x4 M1120 = 3.8 M1120= • 3x5 MI120= 6-11-0 9.11-0 19-1 9 t&10:9 110-11-0{ I 1 6.35 8-7-8 1-0-0 1-0-0 8.2-8 0-8-8 Plate Offsets XY: 6:0-1-8,Ed e, :0-1-80-0-011:0-2-2,Ed e, 14:0-1-8,Ed e, 15:0-1-8,Ed e LOADING (psf) SPACING 14-0 CSI DEFL in (loc) Well Ltd PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.43 Vert(LL) -0.21 15-16 >999 480 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.78 Vert(TL) -0.32 15 >698 480 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(TL) -0.05 11 n1a n/a BCDL 5.0 Code FBC2004/rP12002 (Matrix) Weight: 96 lb LUMBER BRACING TOPCHORD 4X2SYPNo.3.ExcepP TOP CHORD Structural wood sheathing directly applied or 6-0-0oc pudins. 1-11 4 X 2 SYP No.21) BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. BOTCHORD 4X2SYPNo.2D WEBS 4X 2 SYP No.3 REACTIONS (lb/size) 1=69110-3-0, 11=691/0-8-0 FORCES (lb)- Maximum Compression/Maximum Tension TOP CHORD 1-2=1304/0, 23=-1301/0, 3-4=-1301/0, 45=-2617/0, 56=-2617/0, 6-7=-2649/0, 7.8=-2649/0, 8-9=-1305/0, 9-10=-1305/0, 10-11=-1308/0 BOT CHORD 17-18=0/0, 16-17=0/2154, 15-16=0/2649, 14-15=0/2649, 13-14=0/2151, 12-13=0/0 WEBS 6-15=-152/103, 1-17=0/1425,3-17=-150/0,4-17=-94310,4-16=0/512, 5-16=-225/101, 11-13=0/1430, 9-13=-149/0, 8-13=934/0, 8-14=0/687, 7-14=-209/0, 6-16=-033/261 NOTES 1) Unbalanced floor live loads have been Considered for this design. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Philip J. YRegan, FL Lic. 958126 • Robbins Engineering a 6904 Parke East Blvd Tampa, FL, 33610 FL Cert.#5555 December 12,2007 WARNING -Vent' dcslgn parameters and RD1D NOTES ON TH6 El V 0-06890RE USE and is for an individual building component. ner- not truss designer. Bracing shown onshuction is the responsibJlity of the r general gubance regarding 19 and BCSI1 Building Component 6904 Parke East d. Tampa FL 33610Blv Symbols PLATE LOCATION AND ORIENTATION -1 3/43�4 Center plate on joint unless x, y 11- �� offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. �/TGr T For 4 x 2 orientation, locate plates 0.1p6' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. • Plate location details available In MITek 20/20 software or upon request. PLATE SIZE The first dimension is the plate width measured perpendicular 4 x 4 to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of The output. Use T, I or Eliminator bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPII: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSII: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Q rx O 2 U 0- 0 Numbering System I 6-4-8 1 dimensions shown in 0-ini)eenihs IIII (Drawings not to scale) 2 3 TOP CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ER-5243, 9604B, 9730, 95-43, 96-31, 9667A NER-487, NER-561 95110, 84-32, 96-67, ER-3907, 9432A NER-691 © 2006 MITekO All Rights Reserved Robbins Engineering Reference Sheet: RE-10.10-06 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or x-bracing, is always required. See BCSII. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. i 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANS17TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or punins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless Indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI1 Quality Criteria. I oa4 fwnNnm) ._JII am BIPD= 1H N410 II I' g =4400= muoron WW0a11 WU120= i2a1a16 V2 uAt eba 2dNHMII om,== IS U 14 /a 12 11 S m=- y4W=- wmw= :zrarOnO= Odd 4aa 18a fop BOe - 47d Repair is based an information received from truss fabricater. Uss must be In Original, undeReOted position prior to canyelg nut the repair. Provide tOmporery support to the truss Prior to corryblg Out the repair. EPAIR PROBLEM: - (1) PleOas are miSSIng at Jolltt(e) 3 and 15 on each Ism of Buse. (A) (PNvmod Nailing Schedule) 2x44, 4x2— (1•roM ® 2° 0.0, LOADING(pSi) SPACING 2 0 CS1 TCLL 40.0 ftt=lnorso a 149 TO OAe TCOL 100 tanberWcrosse 1.00 Be OA2 BCLL 0.0 pop Strew kw We 1N8 OAS BCOL 5.0 Coo4 FBC200d/fPrl002 mwrbo LUMBER TOPCHORO 4x2SYPNoA-Exwpr 1.104 x 2 sTp Nom BOTCHORD 4X2BTPNa1O WEBS 4X231PN64 REACTIONS Obhirn) 1cea0gye, 1P+830d13-0 OUL In vatU.y 4L111419 >t129 4W mma 24WISO VWXN .023 11 >774 400 )Imr(7L4 -= 10 n/a nra M§IBbC 4S m BRAcm TOPCNORO Shurduel mood dpatlftCiam7 appeml ora"oeppon BOTCNOIm agW cdOV orcd1 appsed or 101" So bmdg FORCES ob)•Mawnum aoum T4ndon TOT CHORD 1,2�-914M,�aO,S-0�BOBW,4-9=.7614nt,58•-161410,9-7=1514A, 7.8�898/0,88—Bosm,&10g9r4N BOTCHORO 1t'r19�ID,1416�0)1J69,1&14�H914, 1at9epry299, 11-12=010 wSa9 7-17-13=.91419� 41B,s.1s..291N,t-16�rlt/e,a•15a-2aSq,4-15=�19W, 414W1419,1672�I174B, 9-t7�289Po, 7.12s9t5A, NOM 1) UnbSiannad OwrOra loads Imve been wnNll6fad fortlda dealOa. 2)TNeLusr mquv4aplBe OlepsWmporOw Taolh CountpAo2gdwlgnlha Wsq la9loaen forquaNy as>vronw inspocdon. L7ndml F. Sdbnidi, FL Lk#V09 8)mROe mI mGa00oend fa5lered We001tN�witlt &1FA nau9. 61Mghad6lb eB e08Ned to omor Robhilt5 Eng'me*g moa"wso mmaraimaaddb m Wkbgut BNd 4)Gap bOtmwn InShb Or top 4041 004M9 and Nat 911311 nrprVMCW meb Simi not C"W OSOOIn. TBin(L5, Fl, 39510 LOADOASM) Stantlbrd FL GaTJ6555 tl �•A+tliMWVmM.ad/l4Yawi��iHBumaCJ1®Xetenrs+Otr40CiN@8[twaOQaal�soR mo��pr, wYq lar,00q-sehkR4kma40pac�,aclm IeY ee4p1444wdadrwmovmnindwrtmdbivmTao.., i1pwmmont NPrcmWmm4p1pp'prtulwob mba:mae•mlleiNemomnnnl4pgntaFbdhJd,od4l,or-,el Lu. m+bm.emrMOdwm b rorblvclruapmldaMldudl,�oam4ator4dr, addAmyrenppgytmdrpblvleadbatrrdvYocmeb,c�pnw vehYrymen ��=i1+ anrJac AOSnanlpaNrm,t man arar101kMhllmn>omCGRytlpob,Art,id^+IP'er m'GmiwdawGma<r4aw0 S�im�m4�lon w�aMW,l�w, not Pooti �,�aa,aocc�ry�, mwll �wyn�t oumr N.da m+rmaacsrµ�y Cv„p.�r uolgn.Enr@Ir1. 0L7a1Lv Ohs,aeaN1 N759719. ,nsa14 RE: 67970-2 - Tom Izzo/Doran Res., floors Site Information: Project Customer. Tom Izzo Project Name: Doran Res. Lot/Block: n/a Subdivision: n/a Address: n/a City: Port St.Lucie State: FI. Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License A Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2004ITP12002 Design Program: MiTek 20/20 6.3 Wind Code: N/A Wind Speed: N/A mph Floor Load: 55.0 psf Roof Load: N/A psf This package includes 2 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T2818508 FLO 1- .07 12 T2818510 I FLC 12/12/07 The truss drawing(s) referenced above have been prepared by Robbins Engineering, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: ORegan, Philip My license renewal date for the state of Florida is February 28, 2009, NOTE: The seal on these drawings indicate acceptance of ` professional engineering responsibility solely for the truss components shown. The suitability and use. of this component ' for any particular building is the responsibility of the building designer, per ANSI/TPI4Sec. 2. Phone: DALLAS 6904 Parke East Boulevard Tampa, FL 336104115 813-972-1135 Fax: 813-971-6117 www.rouuinseng.com December 12,2007 ORegan,'1?hiLp TH 0/0 TAMPA Philip J. Megan, FL Lic. IR58126 Robbins Engineering 69D4 Padre East Blvd Tampa, FL, 33610 FL CerU5555 Job Truss Truss Type Oty Piy, Tbalfm DomM n Res., ars T2825272 e]e]0.1 FTL FLOOR 2 1 Chambers Truss Inc., Fad Pierce R. 34982. Chambers Tmv 8.300 s Jul 112D08 MRek Industries, Ina Fri Dec 1414:24:322007 Page 1 038 2fA 2.7.0 2.38 Stale v 1:38.1 2x3 M1120 It 3x4 M1120= 6x8 MII20 = Us M1120= 2x3 MII20 I 3x4 M1120= 3,11 M1120 Fie = 2x3 M112D II 3x4 M1120= 2X4 M1120113x4 M1120= 1 2 3 4 5 6 7 8 0 10 11 12 4� - 20 19 18 17 16 15 14 13 4x8 MIp0= 3x6M1120FP= WMI12011 3x4 MII20= 4x8 1,11120= 3x5M1120= 10.9-0 11.9-0 -9-0 20.48 Iir I iil�r 0.3.11 10.58 1.0.0 I-0 o 8-0.8 088 Plate Offsets :0-15 Ed a 8:0-1-8 0-0-0 12:0-1-3 Ed a 15:0-1-8 Ed a 16:0-1-e Etl e LOADING(psf) SPACING 2-0-0 CSI DEFL in (roc) Ildell L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.94 Vert(LL) -0.36 16-18 >680 480 MII20 2491190 TCDL 10.0 Lumberinaease 1.00 BC 0.66 Vert(rL) -0.5016-18 >497 480 SCLL 0.0 Rep Stress Ina YES WB 0.62 HOrz(TL) -0.05 12 We We BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 116lb LUMBER BRACING TOPCHORD 4 X 2 SYP Nc.2D'Fxcept' TOPCHORD Structural wood sheathing directly applied or 2-2-0 so purlina. 1-2 4 X 2 SYP No.3,11-12 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-M cc bracing. BOT CHORD 4 X 2 SYR SS 'Except' 17-20 4 X 2 SYP No.2D WEBS 4X 25YP No.3 REACTIONS (Ito/size) 1=1128/OJ-0, 12-1128/&e-0 FORCES (III)- Maximum Compression/Maximum Tension TOPCHORD 1-2=118a/0, 2-3=-1163/0, 3-4=1183/0, 45=-250110, 5-6=250110, 6-7=2501/0, 7-8=2553/0, 8-9=2553/0, 9-10=-1185/0, 10-11=1185/0, 11-12=-1189/0 BOT CHORD 19-20=010, 18-19=011981, 17-18=012553. 1&17=02553, 15-16=0/2553, 14-15=0/1984, 13-14=0/0 WEBS 7-16=176/71, 1-19=0/1542, 3-19=257/Q 4-19=-1054/0, 4-18=0/687, &18=-374/0, 7-18=-049228, 12-14=0/1546, 1 &14=260/0, 9-14=1055/0, 9-15=0/868, SAS=a86/0 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Recommend 2x6 strungbacks, on edge, spaced at 10-0-0 cc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal orverucal web shall not exceed 0.5001n. LOAD CASE(S) Standard Philip J.0'Regan, FL Us. #58126 Robbins Engineering 6904 Parke East Blvd Tampa, FL, 33610 FL Ced.95555 December 17,2007 �\ wARNMO- P.dla designparamaran aw Rsapxmss or 1wf5AM19 m¢1mzD ROBBLV9 RaPsnsxrE P408J1s2alDO6paPaRB uas. OeslgnvaadfwwoorsywtMMBeka Robb comlecton.Wsdesignbbwedw,yuponpwametenstw mn 4fwanindvtdudbuVcrgcomponent. fD i AppacaG"fdesig pwamentencndpmper Nca llonofcomparenthrespomb0ityofbdldgdeslgner-noftr de4gnec Maoingehown b for Iaterd support eNdvktud web members only. Additional temMrar, bracing to Insure stablity dvbg comWction Is the responsb00ty of the saaaza, "+'v'"^+W"' elector. Addtioncl permwent brachrg of the overall slrucNe Is the res somioNty of the bund'ng designer. For general guidance re9crding fabkotlon,Q.gtV conhd.storage. d.Wery. erecil. arM bracing, coradt AN51/I111 clearly CNerIa.DSB-8r and BCSI1 talks g Component 6904 Parka East Blvd SvletyInlarmalon avocoble fmm Truss Plate NSI1bte.5B3 D'OrwMo give,Madbon. WI53712. Tampa, FL A610 Job Truss Truss Type Oly Ply Tom luaomen Res., Foam 28252IJ 67e70.1 FLIR RWft 2 1 Chambers Truss Inc., Fad Pima R. 34982 8.300 s Jul I I ages MTek lrMusldea, Inc Mon Dee 170825:242007 Paget 2-1.8 Srale=1:35.9 �u 'h-1 2-BA 2-7-0 li 238 I 2-1-8 A-'Ll 3" Z. \ 4 N 31 [�a�p 109-0 12-PO 2130 20.TCIO1. 2039 J3-0 111-9-0 I I`( -ra 0-3-8 108 1-D-0 1.0-0 7-9-8 0 .3o000. 01 65-8 Plate Offsets X 7:D-1-8 Ed a 8:0-1-8 0-0-010:0-1-8 Etl a 13:0-1-8 Etl a 15:0.1-8 Etl a 160-1A Ed e 2 '0-3-0 0-1-8 LOADING (ps1) SPACING 2-0-0 Cal DEFL in (loc) #den L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.93 Vert(LL) -0.36 16-18 >673 480 M1120 2401190 TCDL 10.0 Lumber Increase 1.00 BC 0.67 Ven(TL)-0.491&18 >492 480 BCLL 0.0 Rep Stress Ina YES WB 0.61 Horz(TL) -0.05 12 n/a n/a BCOL 5.0 Code FBC2004/IP12002 (MaVln) Weight: 120 no THIS REPAIR IS APPLICABLE TO DRAWING # T282572 FOR ALL LUMBER, PLATES, ETC. NOT SHOWN, REFER TO ABOVE DRAWING NUMBER. REPAIR IS BASED ON INFORMATION RECEIVED FROM TRUSS FABRICATOR. TRUSS MUST BE IN ORIGINAL, UNDEFLECTED POSITION PRIOR TO CARRYING OUTTHE REPAIR. PROVIDE TEMPORARY SUPPORT TO THE TRUSS PRIOR TO CARRYING OUT THE REPAIR. REPAIR PROBLEM: NEED TO STUB RIGHT END OF TRUSS 3"AS SHOWN. REPAIR SOLUTION: APPLY ALL NAILS SO AS TO AVOID DAMAGING OF LUMBER AND LOOSENING OF PLATES AT JOINTS. INSTALL 4X2 SP-#2 MEMBER(S) I-) USING 1/2- CDX PLYWOOD OR STRUCTURALLY EQUIVALENT MATERIAL APPLIED TO EACH FACE OF TRUSS USING CONSTRUCTION QUALITY ADHESIVE AND 10d COMMON NAILS INTO ALL COVERED MEMBERS AS PER THE PLYWOOD NAILING SCHEDULE. FIELD INSTALLED MEMBER MUST HAVE COMPLETE WOOD TO WOOD CONTACT WITH ORIGINAL MEMBERS. USE A CARBIDE TIP BLADE TO CUT AND REMOVE PORTION OF TRUSS SHOWN DASHED. REMAINING PLATES MUST BE INTACT AND FULLY EMBEDDED AFTER CUTTING. PLYWOOD NAILING SCHEDULE: 2X3, 3X2—(1-ROW) @ 3' O.C. 2X4, 4X2 — (1-ROW) @ 2- O.C. STAGGER EACH ROW WHEN TWO OR MORE ROWS ARE REQUIRED. Philip J. O'Regan, FL Lic. R58126 Robbins Engineering 6904 Parke East Blvd Tampa, FL, 33510 FL Ced.95555 December 17,2007 WA Q- Verifycm fgn Pa ftm arW RPAD NOS88 ONTIN9 ANDWCLODED ROBRINe REF&eBNCe PAeB R816]006 BSPORB Ines �ignvold la we ordy with MOek a RobbW comeclm. Mb dedgn kbased my upon Pptometen shown, andis tarn Nd Wum bWdmg component. 1 okca pSyoldeignp entenc,Mproperincw oti cicompmentbrasparmt011yo1bvW gdeslgmr-nol Mnsdesigrer.&ac4,,hom r at.. olsvppatoeno.nectwebme f lhrsority. Anuctu Ilemposmybrocirg toWuredcdoomm.ngccmlvcibuidano. re.coSMN dor. AM,fonat ceimorent bracNo of the overc9simdMeklha resmm36NOHhe bWdgp deigner. Fuoaneml cuWonca reo0rt c and bracir g, camedt 583 00noNo Ddm. M Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 3/" Center plate on joint unless x, y Failure to Follow Could Cause Property offsets are indicated. Dimensions are b fth sisixteenths. III� 6-4-8 dimensionsshown (Drawings not to scale) not to Damage or Personal Injury Apply pales f0 both sides of truss I I I I 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or x-bracing, is always required. See BCSII. 1 0-1 2. Truss bracing must be designed by an engineer. For T 1 2 3 TOP CHORDS cs z M4 wide truss spacing, Individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. WEBS cap 4 3. Never exceed the design loading shown and never stock materials on inadequately braced trusses. O hu sc ,r(v� re0 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate U rb y = designer, erection supervisor, property owner and plates 0- 1/6' from outside o_ "' u' U all other interested parties. edge of truss. 0 a- 5. Cut members to bear tightly against each other. _ O 6. Place plates on each face of truss at each BOTTOM CHORDS This symbol indicates the 8 7 6 5 Joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. • Plate location details available in MiTek 20/20 software or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19�& at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. IO.Camber is anon -structural consideration and is the 4 x 4 width measured perpendicular responsibility of truss fabricator. General practice Is to to slots. Second dimension is camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: 12. Lumber used shall be of the species and size, and Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 9604B, in all respects, equal to or better than that specified. by text in the bracing section of the 9730, 95-43. 96-31, 7667A 13. Top chards must be sheathed or purfins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER-3907, 9432A NER-691 14. Bottom chords require lateral bracing of 10 ff. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. Indicates location where bearings 16. Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but © 2006 MTek® All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. ■ t. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with Project engineer before use. Industry Standards: ANSI/TPII • National Design Specification for Metal 19. Review all porlions of this design (front, back. words Plate Connected Wood Truss Construction. �'j'r�• and pictures) before use. Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. J ����� BCSI1: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice For Handling, ANSI/rPI I Duality Criteria. Installing & Bracing of Metal Plate Connected Wood Trtises. Robbins Engineering Reference Sheet: RE-10.10.06 � Robbins RE: 67970-2 - Tom Izzo/Doran Res., floors Site Information: Project Customer: Tom Izzo Project Name: Doran Res. Lot/Block: n/a Subdivision: n/a Address: Na City: Port St.Lucie State: FI. Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License A Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2004/TP12002 Design Program: MiTek 20/20 6.3 Wind Code: N/A Wind Speed: N/A mph Floor Load: 55.0 psf Roof Load: N/A psf This package includes 2 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Flo ' of -Professional -Engineers Rules._._.. No. Seal# ITruss Name Date 1 T2818508 IFLO 12/12/07 2 T2818510 I FLC 12/12/07 .E > > E o S`o C •7 3 .F Cr� O tTyin is � C� O u C v Yi v c u O� O t1 o' o w a-CJa aE 8 aE � o �y L—L C 0) El a? .. .'�ap� �.�� Z'L'ua •01�c E �,c s�yoinc•cE000Ou�'a W t1 r5 C^ C O ^ C •J •^ O p O a o T F Ul ii ?3 lQ !� P. •ten J1.�? y 9 � ."-' .V ? ^ y � C m _ 6-' O. C i u "' U• j O C' CvC. C U k CCV r U u CJ n G` ..�- J v U The truss drawing(s) referenced above have been prepared by Robbins Engineering, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: ORegan, Philip My license renewal date for the state of Florida is February 28, 2009. NOTE: The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-1 Sec. 2. Phone: DALLAS 6904 Parke East Boulevard Tampa, FL 33610-4115 813-972-1135 Fax: 813-971-6117 www.robbinseng.com December 12,2007 FT.PNaRTH OReRan. Ip TAMPA Philip J.0'Regan, FL Liu. #56126 Robbins Engineering 6904 Padre East Blvd Tampa,FL,336i0 FL Ced.#5555 a N mciXA 1 Cot nilij-, I I Sri, Inin') mail Nn.'ri'zi lot bm; IiJi", !MAU lOn f't' InQ OHIO yu yawava wVOW ywidt"") 1 Imli t: "AhUhIll a-liv.i(mloi !N 11 &JAM, ill, NJ RoxY).',ri OH Io 'apdavoy Win -jL m i%'l lip. 4.91; 1 111; 1" All- Lill; uh: 1: 10 15 _ 14 13 12 11 0-2-6 (') For all lumber, plates, etc. not shown, refer to page 2 of this drawing. Repair is based on information received from truss fabricator. Truss must be in original, undeflected position prior to carrying out the repair. Provide temporary support to the truss prior to carrying out the repair. REPAIR PROBLEM: (1) Need to modify right end bearing support of truss shown ('). REPAIR SOLUTION: Apply all nails so as to avoid damaging of lumber and loosening of plates at joints. (A) Use a carbide tipped blade to cut and remove portion of truss shown dashed. All remaining plates must be intact and fully embedded. (B) Install 4x2 SYP #2 member(s) (+) using 1/2" CDX plywood or structurally equivalent material applied to (EACH) face of truss using 8d common nails as per the {Plywood Nailing Schedule). Installed members must have complete wood to wood contact with original members. {Plywood Nailing Schedule) 2x3, 3x2------- (1-row) @ 3" o.c. 'i 2x4, 4x2------- (I -row)@ 2" o.c. aj 2x6, 2x8------- (2-rows) @ 2" o.c. 4) 2x10, 2x12 ---- (3-rows) @ 2" o.c. Stagger each row when two or more rows are required. N WARNING -Wdfy&0, parameter, and READ NOTES ON THIS ANO INCEUDED ROBBINS REFERENCE PAGE REIV1 06 BEFORE USE Philip J. O'Regan, FL Lic. #58126 Robbins Engineering 6904 Parke East Blvd Tampa, FL, 33610 FL Ced.#5555 December 12,2( F Symbols PLATE LOCATION AND ORIENTATION Numbering System 0. 3 ^ Center plate on joint unless x, y -� /4 offsets are indicated. 6-4-8 I I dimensions shown t t ftsc sixteenths Dimensions are b fth sisixteenths. (Drawings not to scale) Apply plates to both sides of truss and fully embed teeth. For 4 x 2 orientation, locate plates Vill' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. • Plate location details available in MiTek 20/20 software or upon request. The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPII: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installinq & Bracinq of Metal Plate K O x U O JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311,ESR-1352,ER-5243,9604B, 9730, 95-43, 96-31, 9667A NER-487, NER-561 95110, 84-32, 96-67, ER-3907, 9432A NER-691 © 2006 MiTek® All Rights Reserved General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or x-bracing, is always required. See BCSI1. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. B. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chards require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. was Truss Type Qtyty Tom Iu Doran Res.. nears T2818508 57970-2 FLO FLOOR 12 jJ.b Reference o tionalCRamOers Tmss Inc., Fort Pierce FI. 349B2, CRambers Tmss 300 s Jul 112008 MITek Intlusiries, Inc. Tae Dec 11 13:30:38 2007 Page 2 0341 26-0 11-2-B 2-0-0 1-3-e I O 1 Scale - 1:= 3x4 M1120= 6x8 M1120= 2x3 M112011 3x4 MII20= 2x3 M112011 SO M1120= 2.3 M112011 &B M1120= 1 2 3 4 5 6 7 6 9 jjII 15 14 13 12 11 10 34 M1120= 3x4 M1120= WMI12011 3.6 M1120= µ^e 6-9-0 7-9-0 k 8-9-0 12-M 13d0 1 I 03d 6-5-0 14 1-00 4-0-8 1 O4L8 Plate Offsets XY: 5:0-1-8,Ed a 6:0-1-8Ed a 9:0-2-2,Ed e, 12:0-13,0-0-0 13:0-1-8Ed e LOADING (par) SPACING 14-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.41 Vert(LL) -0.10 13-14 >999 480 M1120 249/190 TCOL 10.0 Lumber Increase 1.00• BC 0.44 Vert(TL) -0.1513-14 >980 480 BCLL 0.0 Rep Stress Ina YES WB 0.36 Horz(TL) -0.01 9 n/a n/a BCDL 5.0 Code FBC2004rrP12002 (Matrix) Weight: 66 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.3 *Except' TOP CHORD Structural Wood sheathing directly applied or 6-0-0 oc purling. 1-9 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. BOT CHORD 4 X 2 SYP No.21) WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) 1=458/03-0, 9=458/0-8-0 FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-820/0, 2-3=-W7/0, 34=-817/0, 45=-1123/0, 5-0=-1123/0, 6-7=799/0, 7-8=799/0, 8-9=802/0 BOT CHORD 14-15=0/0, 13-14=0/1154, 12-13=0/1123, 11-12=0/1123, 10-11=0/0 WEBS 5-13=36/41, 6-12=-7/85, 1-14=0/894, 3-14=163/0, 4-14=373/0, 4-13=-125/147, 9-11=0/875, 7-11=-129(/4, 6-11=494/0 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Recommend 2(6 strongbacks, on edge, spaced at 10-M oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.600in. LOAD CASE(S) Standard ' Philip J. O'Regan, FL Lic. #58126 A4 Robbins Engineering 6804 Parke East Blvd Tampa, FL, 33610 FL Cert.#5555 December 12,200 n WARNING -Ved/ydesign parameten and READ NOTES ON THIS AND INCLUDED ROBBINS REFERENCE PAGE 1110.1D06 BEFORE USE A rareParke Blvd. ramps, FL S3613fi10 Symbols PLATE LOCATION AND ORIENTATION -13/43�/\4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-y15r For 4 x 2 orientation, locate plates 0-'rid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. "Plate location details available In MITek 20/20 software or upon request. 9101*9 44 The first dimension is the plate width measured perpendicular 4 x 4 to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION *�� Iom .. Indicated by symbol shown and/or by text in the bracing section of The output. Use T, I or Eliminator bracing if indicated. Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI l: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSII: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Numbering System ( 6-4-8 I dimensions shown incabdeenths IIII (Drawingsscale) not to scale) 1 2 3 TOP CHORDS a O U O JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ER-5243, 9604B, 9730, 95-43, 96-31, 9667A NER-487, NER-561 95110, 84-32, 96-67, ER-3907, 9432A NER-691 © 2006 MiTek® All Rights Reserved Robbins Engineering Reference Sheet: RE-10.10.06 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSII. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T. I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI I. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes'monufacture in accordance with ANSI/TPI 1 Quality Criteria. r—, 0 MOM 0-3-8 2-6-0 2 3 4 °-9-0i 2-5-6 6 6 7 8 9 10 11 l+li 18 17 16 15 14 13 12 For all lumber, plates, etc. not shown, refer to page 2 of this drawing. Repair is based on information received from truss fabricator. Truss must be in original, undeflected position prior to carrying out the repair. Provide temporary support to the truss prior to carrying out the repair. REPAIR PROBLEM: (1) Need to cut back 0.25" from each end of the truss as shown (*). (2) Need to move each bearing inward by 0.25". v REPAIR SOLUTION: Apply all nails so as to avoid damaging of lumber and loosening of plates at joints. (A) Use a carbide tipped blade to cut and remove portion of truss shown dashed. All remaining plates must be intact and fully embedded. (B) No repair required. Design valid for use App icabiliN of car 6 for lateral suppor ereCtaL Addition fabrication, quality Sufetylnfonnal Philip J. ORegan, FL Lic. #58126 Robbins Engineering 6904 Parke East Blvd Tampa, FL, 33610 FL Cert.#5555 December 12,2007 69" Parke East alvd. Symbols PLATE LOCATION AND ORIENTATION 4_1 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates To both sides of Truss and fully embed teeth. -t For 4 x 2 orientation, locate plates 0-11i6' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. ' Plate location details available in MTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION BEARING Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSII: Building Component Safety Information, Guide to Good Practice for Handling, Installjng & Bracing of Metal Plate Numbering System I 648 i dimensions shown t t scal e) III (Drawings not to scale) O x U O JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-131 1, ESR-1352, ER-5243, 9604B, 9730, 95-43, 96-31, 9667A NER-487, NER-561 95110, 84-32, 96-67, ER-3907, 9432A NER-691 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSII. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. O I K O U U a O © 2006 MTek® All Rights Reserved rN �ODnUTh16�d Robbins Engineering Reference Sheet RE-10-10.06 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment In accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 13. Top chords must be sheathed or pudins provided of spacing indicated on design. 14. Bottom chords require lateral bracing a110 ft. spacing. or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibBity of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental. health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. Y'7o3" j toss loss ype "�—`" ty ly Tom lsolDpmn Res., Boors T2810510 57970-2 IFLC FLOOR 8 1 Job Reference o tional Chambers Truss Inc.. Fort Plerce FI. M982 6.300 s Jul 112006 MITek Industries, Inc. Wed Dec 1210:15:552007 Page 2 OJ 1 2-3-0 00.f-9-0i 25-8 0.843 Scale el 1:32.3 W MI120 11 3x4 MI120 = 6a8 M1120= 2.3 M1120 11 3x4 M1120= 3x4 M1120= 2x3 M1120 11 3x4 M1120= 2x3 M1120 11 6x8 M1120= 1 2 3 4 5 6 7 8 9 10 11 191, 18 17 16 15 14 13 12 Us M1120= 2x3 MI120 11 3x4 M1120 = Us MI120= US M1120 = B-17-0 9-11-0 19�1-8 R104 r� 110-11-0 1 1 03-8 8-7A i-0-0 7-0-0 8-2-8 04i-8 Plate Offsets XY: 6:0-1-8,Ed e, :0-1-80-0-0, ll:0-2-2Ed e, 14:0-13,Ed a 15:0-1-8Ed e LOADING (ps0 SPACING 1-0-0 car DEFL in (lac) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.43 Vert(LL) -0.21 15-16 >999 480 MII20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.78 Vert(TL) -0.32 15 >698 480 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(TL) -0.05 11 n/a n1a DL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 961b 4TAUMBER BRACING CHORD 4 X 2 SYP No.3 •Except* TOP CHORD Structuralwood sheathing directly applied or 6-0-0 oc puffins. IPP 1-11 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 1O-M oc bracing. BOTCHORD 4 X 2 SYP No.2D WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) 1=691/0-3-0, 11=691/03-0 FORCES (lb)- Maximum Compression/Maximum Tension TOP CHORD 1-2=1304/0, 23=-1301/0, 3A=-1301/0, 45=-2617/0, 5.6=-2617/0, 6-7=-2649/0, 7-8=-2649/0, 8-9=-1305/0, 9-10=-1305/0, 10-11=-1308/0 BOT CHORD 17-18=0/0, 16-17=0/2154, 15-16=0/2649,14-15=0/2649, 13-14=0/2151, 12-13=0/0 WEBS 6-15=152/103, 1-17=0/1425, 3-17=-150/0,4-17=-943/0,4-16=0/512, 5-16=-225/101, 11-13=0/1430, 9-13=-149/0, 8-13=-934/0,8-14=0/687,7-14=-209/0,6-16=-033/261 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord beating and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard • Philip J.17Regan, FL Lic. #58126 Robbins Engineering 6904 Parke East Blvd Tampa, FL, 33610 FL Cert.#5555 December 12,2007 p WAxnme-VenydMignpanmetersend Design valid for use only with Mnek or Applicability of design poramenters a is for lateral support of individual web erector. Additional permanent bracir fobdcatfon, quality control, storage, d Safety Information available from Tws MIS AND 0066EFO6E USE Is for an individual rn[�;c��5C7o�1r r Symbols PLATE LOCATION AND ORIENTATION 3�// �7 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 1/16r t i For 4 x 2 orientation, locate plates 0-'r16' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. • Plate location details available in Mriek 20/20 software or upon request. PLATE SIZE The first dimension is the plate width measured perpendicular 4 x 4 to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by Text in the bracing section of the output. Use T,1 or Eliminator bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where beanngs occur. Industry Standards: ANSI/TPII: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installina & Bracina of Metal Plate 0 O U U O Numbering System I 6-4_$ I dimensions shown t fitsisixteenths IIII (Drawings not }o scale) 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ER-5243, 9604B, 9730, 95-43, 96-31, 9667A NER-487,NER-561 95110, 84-32, 96-67, ER-3907, 9432A NER-691 0 O x U O © 2006 MTekO All Rights Reserved Robbins Engineering -Reference Sheet: RE-10-10-06 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or x-bracing, is always required. See BCSI1. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and oil other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/rPI 1. B. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or puriins provided at spacing indicated on design. 14. Bottom chords require lateral bracing a110 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/rPI 1 Quality Criteria. 4OFFICE USE ONLY: DATE FILED: =37• /% ;;a y REVISION FEE: S ?-e-y PERMIT NUMBER: RECEIPT NO.: O/l ST. LUCIE COUNTY DEPARTMENT OF COMMUNITY DEVELO BUILDING & ZONING FILE COPY ORT PIERCE, FL 5 9 AVENUE-, APPLICATION FOR BUILDING PERIMIT REIN PROJECT INFORMATION 1. LOCATIO\!SITE ADDRESS: 7133 pns Z. DETAILED DESCRIPTION'S OF PROJECT REIN"ISIONS: _r4NL.Gc� SCANNED � BY St. Lucie County C-c - 3. CONTRACTOR INFOR-NIATION: ST. OF FL REGJCERT9 CAS OS ST. LUCIE COUNTY CERT.= BUSINESSNA-CIE: lalld> j�A irJ Qualifiers Name: 'f4e0 s ADDRESS: �bVc t -z' SricQ r`*Ss CITY: PSG. STATE:. V-V. ZIP: PHONE (DAYTIMME): ZZL 34DO2 FAX K S1�O 1�7 ARC$IT/EN GIN EER: NAME: ADDRESS: CITY: STATE- ZIP: PHONE (DAYTIME): FAX9 ST. LUCIE BUILDING FOR( REVIEWED BY DATE 9pe-'c THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT MANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT 1(AY BE NECESSARY IN ORDER M . RAM116Y WITH A6 AAPI PAIL6 9991% MUSYlIE KEPT ON JOB OR NO INSPECTION WILL -BE MADE r' F d i :i 1 _ .. ,� -. ,. t �, t ., t .� .�, t q h '�, ' , •� . i, ��+ _ s' � �� i .. �, �i .. _. ' i r - - ._ i , "' , i __ �° L+ i z� �z `. F ���u,F { s t „@ Y .':i tj �_ _ _ k s Code Compliance Division 2300 Virginia Avenue Ft. Pierce, Fl- 34982 Phone: (772) 462.1553 Fax: (772) 462-2522 hftp://stlueleco.gov/m Date: 19 March 2008 Job Address: 703 NE RAMIE CT Received By: humphrcya Paid With: CK Paid By: THOMAS F IZZO Building Receipt FILE CO Y Sign: Receipt#: 0000061622 'ermit Number. SLC- 0703-0014 Amount: $50.00 7redit Card Number: Check Number: 1254 X ISM ENGINEERING, INC. March 14, 2008 Izzo Builders, -Inc. Attn: Tom Izzo 1338 SW Biltmore Street Port St. Lucie, FL 34983 RE: Change of Standing Seam Metal Roof Alice Kiel & Tony Doran Residence 703 Ramie Court Port St. Lucie, FL Axiom Engineering Project No: 5765-404 Dear Mr. Izzo: This letter is in response to your request to install a different standing seam metal roof than that specified on the permit drawings. You have specifically requested to install a 1 " Nail Strip standing seam metal roof manufactured by South Florida Metals Supply, Inc. in place of the Snap Lock Panel 24 Ga standing seam roof manufactured by Drexel Metals Corporation that was specified in the permit drawings. Axiom Engineering approves the installation of the 1 " Nail Strip standing seam metal roof manufactured by South Florida Metals Supply, Inc. in place of the Snap Lock Panel 24 Ga standing seam roof manufactured by Drexel Metals Corporation specified. The I " Nail Strip standing seam roof shall be installed in strict accordance with installation Method 1 as outlined in Florida Product Approval # 8068.1. This installation provides a maximum design uplift pressure of 84.25 PSF, which exceeds the design pressure specified on the permit drawings. A copy of Florida Product Approval # 8068.1 is attached for reference. Axiom Engineering appreciates the opportunity to be of service to you. If you have any questions regarding this or any other matter, please do not hesitate to contact me at your convenience. Sincerely, kR-14 2008 Ed rM.. Faerman, KE.' Principal Engineer, Axiom Engineering, Inc. State of Florida License Nos. 46590 & CA 8421 Shawn T. Bunch, E.I. Associate Engineer State of Florida License No. 1100010840 10211 West Sample Road, Suite 106, Coral Springs, FL 33065 Office: (954) 757.8666 • Fax: (954) 757.7004 • Toll Free: (800) 894-1991 www.AxiomEngineeringinc.com ..a C Bec15 Inc. Florida Certificate ofAvthorization 0 8064 Specialty Structural Engineering Evaluation Report FILE COPY Of South Florida Metals "1" Nail Strip" Metal Roof Assembly for Florida Product Approval # FL 8068.1 Florida Building Code 2004 Method: 1- D Category: Roofing Sub - Category: Metal Roofing (Non -Structural) Product: 1 "Nail Strip Material: Steel Panel Thickness: 24 Gauge Minimum Net Panel Width: 16" Net Coverage Support Type: Wood Deck Prepared for: South Florida Metal Supply, Inc. 2783 S.E. Monroe Street Stuart, FL 34997 Prepared by: James L. Buckner, P.E. Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Engineer Assistant: Youry Demosthenes ReportNo. 06-168-NS-16-S4W Date: 11 / 30 / 06 APPROVED FOR USE 13gon 3 oran Residence Phone: Edwin M. Faerman, P.E. Axiom Engineering, Inc. State of Florida Lic. No. 46590 & CA 8421 i 117 J James L. Buckner, P.E. F1on a P.F. # 31242 i ?, 07 33403 0 FL #: FL 8068.1 Date: 11/30/06 ReportNo.: 06-168-NS-16-S4W C-BUCK Engi eenong Page 2 of 7 I C Buck, Inc. Florida Cerhficate ofAulhorization # 8064 Specialty Structural Engineering Manufacturer: South Florida Metals Supply, Inc. FILE COPY Product Name: Product Category: Product Sub -Category Compliance Method: f Panel Type: Panel Material / Standards: Panel Dimension(s) 1" Nail Strip Roofing Metal Roofing, (Non -Structural) Leck Standing Seam, Nail Strip Steel, minimum 24 Gauge, minimum yield strength 50 ksi Material shall comply with Florida Building Code (FBC), 2004, Table 1507.4.3 Thickness: 24 Gauge Minimum Width: 16" (Net Coverage Width) Major Rib Height: 1" Support Type: Wood Deck (Structural design of the deck and the attachment of the deck is not included in this evaluation) Support Description: • 15132" or greater plywood, • or Wood plank Slope Range: Minimum slope shall be per FBC 2004, Section 1507.4.2, and in compliance with the Manufacturers recommendations. Design Uplift Pressure: • Method 1: 84.25 PSF ( Safety Factor of 2:1) • Method 2: 114.25 PSF ( Safety Factor of 2:1) Underlayment: Minimum underlayment shall be per FBC Section 1507.4.5 Fire Classification: Fire Classification is outside the scope of Rule 9B-72, and is therefore not tincluded:ii;tlus evaluation. Additional approved substrates may be added for Fire Classification purposes. {—♦ FL #: FL 8068.1 Date: 11/30/06 ReportNo.: 06-168-NS-16-S4W C-BUC Engineering Page 3of7 I C Bwk Inc. Florida Certificate ofAuthor&ation # 8064 Specialty Structural Engineering ATTACHMENT: Fastener Description: Panels shall be attached to the deck with #10 x minimum penetration through deck 3/16", pancake head, corrosion resistant, wood screws, per ANSI/ASME B18.6.4. Adhesive Description: 3M Scotch-Sea1TM Polyurethane Adhesive Sealant 560: One component, polyurethane adhesive sealant conforming to ASTM D 412. INSTALLATION: Method 1: Method 1: 84.25 nsf Desian Pressure Install the "1" Nail Strip" panel to the deck with Fasteners spaced a maximum of 12" o.c. along the length of the panel and 3" from all ends. Panel ribs shall be fully engaged to form an integral snap -lock. Apply a 3/8" minimum bead of 3M Scotch-SealTM polyurethane adhesive sealant 560 atop the rear leg of the male joint, adjacent to the fasteners and along the entire length of the panel. Attach adjacent panel by placing the female rib over the adhesive and over the male rib. Method 2: Method 2: 114.25 nsf Desian Pressure Install the "1" Nail Strip" panel to the deck with Fasteners spaced a maximum of 6" o.c. along the length of the panel and 3" from all ends. Panel ribs shall be fully engaged to form an integral snap -lock. Apply a 3/8" minimum bead of 3M Scotch-SeaITM polyurethane adhesive sealant 560 atop the rear leg of the male joint, adjacent to the fasteners and along the entire length of the panel. Attach adjacent panel by placing the female rib over the adhesive and over the male rib. Install the system in compliance with the attached installation method. Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code and Rule 913-72.070 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. ". c C-BUCK Engineering FL #: FL 8068.1 Date: 11/30/06 Report No.: 06-168-NS-16-MW Page 4 of 7 C Back, Inc. Florida Certificate ofAuthomation # 8064 Specialty Structural Engineering Performance Standards: The roof assembly described herein has been tested in accordance with: • UL580-94 — Test for Uplift Resistance of RoofAssemblieswith Revisions through February 1998 Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2004, (with 2005 and 2006 Supplements) Section 1504.3.2 based on the Uplift Test Report. Evaluation Report Scope: This product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code, as related to Rule 9B-72. System Limitations: The required design wind loads shall be determined for each project per FBC, 2004, Section 1603.1.4. Any rational analysis computations shall be prepared by a qualified design professional, as required by FBC 2004, Section 105 or 106. The maximum fastener spacing listed herein shall not be exceeded. Any extrapolation shall address fastener spacing, panel interlock strength and adhesive strength. This product is not approved for use in the High Velocity Hurricane Zone. Referenced Data: 1. Uplift Test(s) UL580-94 (with 1998 Revisions) Uplift Test(s) By Hurricane Test Laboratory, LLC. (TST ID: 3892) Report #: 0412-0306-06; Test Date: 11 / 14 / 06 2. Quality Assurance By Keystone Certifications, Inc. (QUA ID: 1824) 3. Certification of Independence By James L. Buckner, P.E. @ C-Buck Engineering (ANE ID: 1916) 4. Engineering Calculations By C-Buck Engineering • Report #C06-168-NS-16-S4W-PI, Dated: 10/02/06 • Report #C06-168-SL-16-S4W-P3, Dated: 10/02/06 FILE COPY Ili"!''IB9L'�'illi'a Specialty Structural Engineering FL #: FL 8068.1 Date: 11/30/06 Report No.: 06-168-NS-16-S4W Page 5 of 7 C Buck, Inc. Florida Certificate ofAwhorizadon # 8064 Installation Method South Florida Metal Supply, Inc. "1" Nail Strip" (24 Ga. Min.) Panel Attached to Wood Deck Profile Drawings 16' Typical VNdth Striations Panel Profile View 1T Typical o.c. Assembly Profile View (Typical Fastening Pattern Along Row — Interior 3M Scotch -Seal 560 Adhesive, 30' Minimum bead entire length of panel Fastener Detail View NOTES: 1. 316' Minimum bead of 3M Adhesive applied between ovedap joints 2 Surface to be dean and dry prior to application of adhesive #10 Pancake Head Screw IL FILE COPY FL #: FL 8068.1 Date: 11/30/06 ReportNo.: 06-168-NS-16-S4W Page 6 of 7 C Buck, Inc. Florida Certificate ofAuthor&ation # 8064 Specialty Structural Engineering Installation Method (Continued) South Florida Metal Supply, Inc. "1" Nail Strip" (24 Ga. Min.) Panel Attached to Plywood Deck Method 1 (For 84.25 PSF Design Pressure) #10 Pancake -head Screws Spaced 1T o.c. along length ITTypical o s 12" Typical o Deck- J Minimum 15M' Plywood S 3M Scotch Seal Adt 3/6' minimum bead 16' Mabmum Coverage Assembly Isometric View (Method 1) 24 Gauge Minimum A ., r a FILE COPY 511. Ty � F i,�� 'C v � {L' RIZ , i ilk •. n. H • [,y FL #: FL 8068.1 Date: 11/30/06 Report No.: 06-168-NS-16-S4W Page 7 of 7 C Buck, Inc. Florida Cef6ficate ofAuthomation # 8064 Specialty Structural Engineering Installation Method (Continued) South Florida Metal Supply, Inc. "I" Nail Strip" (24 Ga. Min.) Panel Attached to Plywood Deck Method 2 (For 114.25 PSF Design Pressure) #10 Pancake -head Screws Spaced 6' o.c. Striations Optional along length F\ 6 3M Scotch Seal Adhesive 318" minimum bead Deck — Minimum 15/32" Plywood r— 16' Mabmum Coverage Assembly Isometric View (Method 2) E 6 24 Gauge Minimum OFFICE USE ONLY: F.I COPY DATE FILED: (-155eb D PERMIT NUMBER: C9-1U�!(:;?t Lk REVISION FEE: 6-0• en) RECEIPT NO.: Cot) -a$3 ST. LUCIE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING & ZONING THESE PLANS AND. ALL PROPOSED WORK 2300 VIRGINIA AVENUE ARE SUBJECT TO ANY CORRECTIONS REQUIRED, BY FIELD INSPECTORS THAT FORT PIERCE, FL 34982-5652 MATBE NECESSARY IN ORDER TO •462-155.3 FBMP-6Y WITH AI-4 APFUCAM 090M: 1. I 3. 4. APPLICATION FOR BUILDING PROJECT LOCATIO\!SITE r ADDRESS: I �3 DETAILED DESCRIPTION'S OF CONTRACTOR INFORMATION ST. OF FL REGJCERT9 BUSINESS N VNIE: Qualifiers Name: ADDRESS: CITY: PHONE (DAYTI}IE): ARCHIT/ENGINEE NA3IE: ADDRESS: CITY: PHONE (DAYTIME): SCASN�NED St. Lucie County ST. LUCIE COUNTY CERT-9. STATE: ZIP: FAX X T � iz — ST, LUCIE COUNTY 13uIR , I N CONCEALED FASTENERS OR ATTACHMENTS FOR c MP AlacE REVIEWED BY ARETHERESPONS191LTTPOFTHE DATE - CONTRACTOR OF RECORD P S AND PERMIT MUST43E KEPT ON JOB OR NO INSPECTION WILL BE MADE li (i ' �I{ . ,1� e C Code Compliance Division 2300 Virginia Avenue Ft Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-2522 http:11stlucieco.govice Date: 15 January 2008 Job Address: 703 NE RAMIE Cr Received By: gersteml Paid With: CK Paid By: IZZO BUILDERS INC Building Receipt Receipt#: 0000060283 'ecmit Number: SLC- 0703-0014 Amount: $100.00 - Jredit Card Number: Check Number: 119 Sign: i s:y 'v--'-y Z,1f02 RE: 67970-1 - n G� IU01A c• '.a Dee. e• Site Information: Project Customer: Tom Izzo Project Name: Doran Res. Lot/Block: n/a Subdivision: n/a Address: n/a City: PortSt.Lucie State: FI. Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2004/TPI2002 Design Program: MiTek 20/20 6.3 Wind Code: N/A Wind Speed: N/A mph Floor Load: 55.0 psf Roof Load: N/A psf This package includes 4 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date The truss drawing(s) referenced above have Engineering, Inc. under my direct supervisii provided by Chambers Truss. .0 Ue°`cecgEA40 c `off❑^n N w� U 7 O r`1 � C� •� ^� n �.. u v c u_ Y v� u g G fn or) v 11 u C C'3 It O G fL v G — O •n .� U N n u IRep, ed 63 R&bin's = .S u E '� E' ed on thelo�ra rf ietef9 ^ E o•= _ u % 2 Truss Design Engineer's Name: ORegan, Philip My license renewal date for the state of Florida is February 28, 2009. NOTE: The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-1 Sec. 2. 6904 Parke East Boulevard Tampa, FL 33610-4115 Phone: 813-972-1135 -Fax: 813-971-6117 Philip J. aRegan, FL Lic. #58126 Robbins Engineering 6904 Parke East Blvd Tampa, FL, 33610 FL CerL#5555 www.robbinseng.com December 17,2007 DALLAS TAMPA • ORegFT.F &RTH ab Job Truss TrussType Oty Ply Tam lxzaDorsn Rea., 09ors 079I0.1 FLK FLOOR 4 1 T2825270 chambers Tmss Inc., Fod Plate PI. 34902, Chambers Tams 8.300 aJ.11120d8 MRek lnticsths, Inc. Fri Doc 1414:24:312007 Page 0.38 24 I Rl.p 2A41 I &^role=1:34.9 2Y3 ml= II 6x8 MII20= 2x3 M112011 3x4 MII20= 3x6 M1120 FP= 3x4 M1120= 2x3 M112011 3x4 Mtl20= 6x8 MI120 = WM112011 1 2 3 4 5 6 7 e 9 3x4M1120= 10 11 12 4 - 19 10 17 16 15 14 13 4x0 M1120= 3x5 M1120= 2x3 M112011 3x4 M1120= 4x8 M1120= [l i� 10.8-0 11.Po 12-30 y 1 I 03d 10.58 1-0-0 1-0-0 7-4-B ��p.p 0.8A Plate Offsets X 7:0-1-8 Etl a 8:0-1-8 0-0-0 12:0-1-3 Ede 15:0-1-8 Ede I&O." Etl e LOADING (Pat) SPACING 2-0-0 C51 in Qoc) Vdeg L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.89 -0.30 16-17 P788 480 MII20 2491190 TCDL 10.0 Lumber Increase 1.00 BC 0.62 -0.421&17 >563 480 FHoa(rL) BCLL 0.0 Rep Stress Ina YES WB 0.60 -0.05 12 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight 11416 LUMBER BRACING TOP CHORD 4 X 2 SYP No.213 *Except' TOP CHORD Structural wood sheathingdirectly cl0-0-0 pudins. 1-2 X 2 SYP No.3, 11-12 4 X 2 SYP N0.3 BOT CHORD Rigid ceiling direc8y applied or 10-&0 oedoring. oc bracing. 2 BOT CHORD 4X2 SYP SS WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) 1=109VD-3-0, 12=1091/0.8-0 FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=1146/0, 2-3=-1140/0, 34=-1140/0, 4-5=2373/0, 5-6=2373/0, &7=2373/0, 7-8=2377/0, 8-9=2377/0, 9-10=-114410, 10.11=1144/0, 11-12=114710 BOTCHORD 18-19=010, 17-18=0/1896, 1&17=0/2377, 1&16=0/2377, 14-15=0/1898, 13-14=0/0 WEBS 7-16=176157, 8-15=389/0, 1-18=Of1487, 3.18=258/0, 4-18=99810, 4-17=0/630, 517=366/0, 7-17=381/257, 12-14=011492. 10-14=266/0, 9-14=996/0,9-15=0/800 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each Imss with 3-16d nails. Stmngbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Philip J. Megan, FL Lie. #58126 Robbins Engineering 6904 Parke East Blvd Tampa, FL, 33610 FL CedAM55 December 17,2007 L\WARRWa-ym/y4 9npvvmeeeaMREADNOTESONTaSAR➢R6UDEDRORBNBREPaNNCRPAaaR810.1e06BEPoRaUSE Design vend fa use onrywith M7.kcr Robbim connectcn.fih desigah based only upon parameters shown, and a taran hidviEud bu8 AppBo.a. .Ides p.perinc p..entbms dmgcomponenl. y. ty Ignpor,idudwrs m apnalion arcom ppn858iry of bvtldmg besigner-not hvss dasi9ner. Broc'mg vhmvn 6e.t..er6sappMpeem.enl braimemben p+N•AUdilond temporarybrvcine ithe by stpb6rygner. oomlNao?gvldheresrvg 3 gof ltu —=-i�-=%�a•r^� erector.Atlditlonoi.nkastnlbooingofthe.vemnstructurehtheresppa3S,tyofthe bu8dingdesigner.SO.89 ad Bald.xeregarding I.btyl.B. gopery Contra. sippge, delivery, erection arq bv<ing. c«nNt AN51/Rll Ouaery Ctlledp, D39.89 and 9C5119p0din9 Comp.n<nl 69M Parke East Blvd. Salary Inlpms.tl.n w.ilabla fmm➢ass Plate btvllNle, 583 pOrwMo ome. Madaon, WI53719. Tampa, FL 33610 Job Truss Truss Type Oty Ply Tom lrm,Domn Rea., no.rs 07970.Rlat BOOR < 1 T28252711 Chamt,em Truss Inc.. Pon Plelce R 34952 6.300 s Jul 11200e MRek Indusides, Inc. Mon Dec 17 08:19:0e 2007 Page 1 2.14 01'-p 2sO 2,1.0 2-1-e 1 2-1.9 S�e =1:35.5 M 3° q \ el I' 4-0-0 3^ M 20.7,0 M to" - 111.M 112-90 1 19-1ae 2Tj{TIaD 0.3-8 10-5a 1- 1-0 7-1-e 0.3-0 0.3-0 o-5 B Plate Offsets % : 7:0-1-6 Ede 8:0-1-8 0-0-0100-1-8 Ede 13:0-1-e Etl a 15:0.1-e Ede 160-1-8Ed a 20:0-2-8 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (fee) I/deft L/d PLATES GRIP TCLL 10.0 Plates Increase 1.00 TC 0.89 Vert(LL) -0.30 16-17 >780 480 M1120 24PI190 TCDL 0.0 Lumber Increase 1.00 BC 0.62 Vert(TL)-0.4216-17 >558 480 BCLL 10.0 Rep Stress Ina YES WB 0.59 Hom(TL) -0.04 12 n/a Na BCDL 5.0 Code FBC20a4RP12002 (Matdx) Weight 1181b THIS REPAIR IS APPLICABLE TO DRAWING # T282570 FOR ALL LUMBER, PLATES, ETC. NOT SHOWN, REFER TO ABOVE DRAWING NUMBER. REPAIR IS BASED ON INFORMATION RECEIVED FROM TRUSS FABRICATOR. TRUSS MUST BE IN ORIGINAL, UNDEFLECTED POSITION PRIORTO CARRYING OUT THE REPAIR. PROVIDE TEMPORARY SUPPORTTO THE TRUSS PRIOR TO CARRYING OUT THE REPAIR. REPAIR PROBLEM: NEED TO STUB RIGHT END OF TRUSS 3'AS SHOWN. REPAIR SOLUTION: APPLY ALL NAILS SO AS TO AVOID DAMAGING OF LUMBER AND LOOSENING OF PLATES AT JOINTS. INSTALL 4X2 SP-#2 MEMBERS) (t) USING 1/2' COX PLYWOOD OR STRUCTURALLY EQUIVALENT MATERIAL APPLIED TO EACH FACE OF TRUSS USING CONSTRUCTION QUALITY ADHESIVE AND IOd COMMON NAILS INTO ALL COVERED MEMBERS AS PER THE PLYWOOD NAILING SCHEDULE. FIELD INSTALLED MEMBER MUST HAVE COMPLETE WOOD TO WOOD CONTACT WITH ORIGINAL MEMBERS. USE A CARBIDETIP BLADE TO CUT AND REMOVE PORTION OF TRUSS SHOWN DASHED. REMAINING PLATES MUST BE INTACT AND FULLY EMBEDDED AFTER CUTTING. PLYWOOD NAILING SCHEDULE: 2X3, 3X2 — (1-ROW) @ 3' O.C. 2X4, 4X2 — (1-ROW) @ 2- O.C. STAGGER EACH ROW WHEN TWO OR MORE ROWS ARE REQUIRED. Philip J. O'Regan, FL Lie. #58126 Robbins Engineering 6904 Parke East Blvd Tampa, FL, 33610 FL CerL#5555 December 17,2007 p WARRA'O- Panf(Y Eee/gn paynpryn ar,d RFM NOlEb OF TRISAND A'6SDEDROSBAS RSPSRENCS PAa8R830.3aa68EPoRE Usb. Designv dfwmeoNywiMMRekaRobbtr4cormecton.Ihbdesignhbasedontyuponpaametenshaw c. bfacnbdvgwlbw'IdugcomW nl. fD s ApPOcOdLyof don Paamenten and iYaPaincapaalian ofcomponent Isrespamb9ty of b riding designer- not bsm designer. Brocat, shown h for lalemt suppod of mdMdud web mems ben only. Additional bracing to lmvre steamy during comtwctbn Ifthe respaabUty dthe recta. Addflanal permanent of iha ovem0 Is the respombmly d the bu0ding design,[ g rg ion andlbre f storage,de Ballfluce lly Cderla, DS6.99 and BRll Bu941ng Ovmp0nenl andCceon Ia Safety In m otlon central. . i froon T o Plato. ereclte, 23 D'O ing,,vve. Madsen, ANSVTPII 3vley Inlem,a0vn awlade fmm Trvss Plato WIi1We. 593 D'OrolAo Dave. Mad3vn. WI53II2. 6904 Palle Fast Bled. Temp., FL 33610 OFFICE USE ONLY: + DATE FILED: 1 - l r b v REVISION FEE: Sa • ao �, j PERMIT NUM BER:(103 — OD 1 `I RECEIPT NO.: Lon Z,&" ST. LUCIE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING & ZONING CE FL34 8AVENUE52 FILE COPY •462-1553 SCANNED BY St Lucie County ILDING PERMIT RE`rISIONS PROJECT INFORMATION I. LOCATIO.N!SITE ADDRESS: -I0�7 �Aunll:. Q-�n 2. DETAILED DESCRIPTIONS OFPROJECT REIN"ISIONS: 3. CONTRACTOR INFORMATION: ST.,OF FL REG./CERT# cPa c- 0-5- 00�t . ST. LUCIE COUNTY CERT.= BUSINESS NAME: T:pc— _ Qualifiers Name: ADDRESS: 1333 ���uitO�i S� CITY: STATE: ZIP:? PHONE(DAYTI>IE): 1-IL 3V007Vc7 FAX# �;7$ 09''L/ 4 ARCHIVE\GINEER: NAME: _ ADDRESS: _ CITY: PHONE (DAYTI1fE): _ ST. LUCIE BUILDING REVII FOR 00F REVIEWED BY _1 DATE MUST B PT ON JOB OR NOINSP CTIONWILL BEMADE STATE: ZIP:' FAX# THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMM WITH A"APPI OMM 90191s f ABuilding Code Compliance Division el Receipt 2300 Virginia Avenue Ft. Pierce, Fl- 34982 Phone: (772) 462-1553 Fax: (772) 462-2522 hftp://stlucleco.gov/ce Date: 15 January 2008 • Job Address: 703 NE RAMIE CT Received By: gersteml Paid With: CK Paid By: IZZO BUILDERS INC Receipt #: 0000060283 'emitNumber: SLC- 0703-0014 Amount: $100.00 �redit Card Number: Check Number. 119 Sign: I FORM 600A-2004R EnergyGaugeO 4.5.2 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: KIEL AND DORAN RESIDENCE Builder: Address: 703 NE MANIE CT Permitting Office: PORT ST LUCIE Qj , State: PORT ST. LUCIE, FL Permit Number: Owner: Jurisdiction Number: 612000 Climate Zone: Central 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family -= a. Central Unit Cap: 59.0 kBtu/hr _ 3. Number of units, if multi -family 1 SEER: 13.00 4. Number of Bedrooms 4 _ b. Central Unit Cap: 59.0 kBtu/hr 5. Is this a worst case? No SEER: 13.00 6. Conditioned floor area (ft') _ 5070 ft' _ c. N/A _ 7. Glass typel and area: (Label rerld. by 13-104.4.5 if not default) a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a(Sngle Default) 878.2 ft' _ a. Electric Heat Pump Cap: 60.0 kBtu/hr _ b. SHGC: I HSPF: 8.40 _ (or Clear or Tint DEFAULT) 7b. (Tint) 878.2 fF _ b. Electric Heat Pump UJ Cap: 60.0 kBtu/hr 8. Floor types HSPF: 8.40 a. Slab -On -Grade Edge Insulation R=0.0, 232.0(p) ft _ c. N/A b. N/A c. N/A _ 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons a. Frame, Wood, Adjacent R=I1.0, 379.0`ft- _ EF: 0.95 b. Concrete, Int Insul, Exterior RA.1, 3450.0 ft"-- b. N/A c. N/A d. N/A _ c. Conservation credits _ e. N/A _ (HR-Heat recovery, Solar 10. Ceiling types _ DHP-Dedicated heat pump) • a. Under Attic R=30.0, 2631.0 ft' 15. HVAC credits PT, CF, b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, c. N/A _ HF-Whole house fan, 11. Ducts _ PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 250.0 It MZ-C-Multizone cooling, b. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 250.0 It _ MZ-H-Multizone heating) Glass/Floor Area: 0.17 Total as -built points: 49786 PASS Total base points: 51140 I hereby certify that the plans ands cifications cove y this calculation are in compfl ith the orid Code. PREPARED BY DATE: I hereby certify that this building, as design d, i in compliance with the Florida Energy d OWNER/AGENT: DATE: I to (73 1 Predominant glass type. For actual glass type and areas. see Summer Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: & Winter Glass output on pages 2&4. EnergyGauge® (Version: FLRCSB v4.5.2) FORM 60OA-2004R EnergyGauge® 4.5.2 r WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 703 NE MANIE CT, PORT ST. LUCIE, FL, PERMIT #: I BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2460.00 9a40.0 50.0 0.95 4 1.00 2382.32 1.00 9529.3 As -Built Total: 9529.3 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water = Total Points Points Cooling Points + Heating + Hot Water = Total Points Points Points 32485 8815 9840 51140 28897 11360 9529 49786 PASS EnergyGaugeTM DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004R FLRCSB v4.5.2 FORM 60OA-2004R EnergyGauge® 4.5.2 1 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 703 NE MANIE CT, PORT ST. LUCIE, FL, PERMIT #: - BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 5070.0 -0.28-1419.6 5070.0 -0.28 -1419.6 Winter Base Points: 15910.7 Winter As -Built Points: 25581.8 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Electric Heat Pump 60000 btuh ,EFF(B.4) Ducts:Unc(S),Unc(R),Int(AH),R6.0 25581.8 0.500 (1.078 x 1.160 x 0.92) 0.406 0.950 5680.0 (sys 2: Electric Heat Pump 60000 btuh ,EFF(8.4) Ducts:Unc(S),Unc(R),Int(AH),R6.0 25581.8 0.500 (1.078 x 1.160 x 0.92) 0.406 0.950 5680.0 15910.7 0.5540 8814.6 25581.8 1.00 1.150 0.406 0.950, 11359.9 EnergyGauge' DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004R FLRCSB v4.5.2 . FORM 60OA-2004R EnergyGauge® 4.5.2 'o- WINTER CALCULATIONS Residential Whole Building Performance Method A - Details t ADDRESS: 703 NE MANIE CT, PORT ST. LUCIE, FL, PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 5070.0 9.11 8314.0 1.Single, Tint NW 0.0 0.0 144.0 15.30 1.00 2203.0 2.Single, Tint NW 0.0 0.0 30.0 15.30 1.00 459.0 3.Single, Tint NW 0.0 0.0 20.0 15.30 1.00 306.0 4.Single, Tint NW 2.0 9.0 60.0 15.30 1.00 916.0 5.Single, Tint NW 2.0 9.0 40.0 15.30 1.00 610.0 6.Single, Tint SE 2.0 9.0 60.0 11.49 1.04 716.0 7.Single, Tint SE 2.0 9.0 75.0 11.49 1.04 896.0 8.Single, Tint SE 0.0 0.0 39.0 11.49 1.00 447.0 9.Single, Tint SE 0.0 0.0 137.5 11.49 1.00 1579.0 10.Single, Tint SE 12.0 10.0 126.0 11.49 1.60 2315.0 11.Single, Tint NE 0.0 0.0 75.0 15.07 1.00 1130.0 12.Single, Tint SW 0.0 0.0 20.0 12.36 1.00 247.0 13.Single, Tint SW 0.0 0.0 45.0 12.36 1.00 556.0 14.Single, Tint SW 0.0 0.0 6.7 12.36 1.00 82.0 As -Built Total: 878.2 12462.0 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 379.0 1.80 682.2 1. Frame, Wood, Adjacent 11.0 379.0 1.80 682.2 Exterior 3450.0 2.00 6900.0 2. Concrete, Int lnsul, Exterior 4.1 3450.0 3.31 11402.3 Base Total: 3829.0 7582.2 As -Built Total: 3829.0 12084.5 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 21.0 4.00 84.0 1.Adjacent Insulated 21.0 4.00 84.0 Exterior 21.0 5.10 107.1 2.Exterior Insulated 21.0 5.10 107.1 Base Total: 42.0 191.1 As -Built Total: 42.0 191.1 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 2631.0 0.64 1683.8 1. Under Attic 30.0 2631.0 0.64 X 1.00 1683.8 Base Total: 2631.0 1683.8 As -Built Total: 2631.0 1683.8 FLOORTYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 232.0(p) -1.9 -440.8 1. Slab -On -Grade Edge Insulation 0.0 232.0(p 2.50 580.0 Raised 0.0 0.00 0.0 Base Total: -440.8 As -Built Total: 232.0 580.0 EnergyGauge® DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004R FLRCSB v4.5.2 FORM 60OA-2004R EnergyGauge® 4.5.2 .s- SUMMER CALCULATIONS _ Residential Whole Building Performance Method A - Details ADDRESS: 703 NE MANIE CT, PORT ST. LUCIE, FL, PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Paints Area X SPM = Points 5070.0 14.31 72551.7 5070.0 14.31 72551.7 Summer Base Points: 99954.8 Summer As -Built Points: 109460.6 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Central Unit 590001xuh ,SEERIEFF(13.0) Ducts:Unc(S),Unc(R),Int(AH),R6.0(INS) 109461 0.50 (1.09 x 1.150 x 0.90) 0.260 0.902 14448.4 (sys 2: Central Unit 59000btuh ,SEER/EFF(13.0) Ducts:Unc(S),Unc(R),Int(AH),RB.O(INS) 109461 0.50 (1.09 x 1.150 x 0.90) 0.260 0.902 14448.4 99954.8 0.3250 32485.3 109460.6 1.00 1.125 0.260 0.902 28896.7 EnergyGauge^^ DCA Form 60OA-2004R EnergyGauge®/FIaRES'2004R FLRCSB v4.5.2 FORM 60OA-2004R EnergyGaugeO 4.5.2 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 703 NE MANIE CT, PORT ST. LUCIE, FL, PERMIT #: BASE AS -BUILT GLASS TYPES .1-8 X Conditioned X BSPM = Points 12.Single, Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 5070.0 24.35 22222.0 1.Single, Tint NW 0.0 0.0 144.0 33.43 1.00 4814.0 Tint NW 0.0 0.0 30.0 33.43 1.00 1002.0 3.Single, Tint NW 0.0 0.0 20.0 33A3 1.00 668.0 4.Single, Tint NW 2.0 9.0 60.0 33.43 0.94 1886.0 5.Single, Tint NW 2.0 9.0 40.0 33.43 0.94 1257.0 6.Single, Tint SE 2.0 9.0 60.0 50.80 0.92 2792.0 7.Single, Tint SE 2.0 9.0 75.0 50.80 0.92 3490.0 8.Single, Tint SE 0.0 0.0 39.0 50.80 1.00 1981.0 9.Single, Tint SE 0.0 0.0 137.5 50.80 1.00 6984.0 10.Single, Tint SE 12.0 10.0 126.0 50.80 0.48 3057.0 11.Single, Tint NE 0.0 0.0 75.0 38.88 1.00 2915.0 12.Single, Tint SW 0.0 0.0 20.0 47.31 1.00 946.0 13.Single, Tint SW 0.0 0.0 45.0 47.31 1.00 2128.0 14.Single, Tint SW 0.0 0.0 6.7 47.31 1.00 315.0 As -Built Total: 878.2 34235.0 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 379.0 0.70 265.3 1. Frame, Wood, Adjacent 11.0 379.0 0.70 265.3 -Exterior 3450.0 1.90 6555.0 2. Concrete, Int lnsul, Exterior 4.1 3450.0 1.18 4071.0 Base Total: 3829.0 6820.3 As -Built Total: 3829.0 4336.3 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 21.0 1.60 33.6 1.Adjacent Insulated 21.0 1.60 33.6 Exterior 21.0 4.80 100.8 2.Exterior Insulated 21.0 4.80 100.8 Base Total: 42.0 134A As -Built Total: 42.0 134.4 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 2631.0 2.13 5604.0 1. Under Attic 30.0 2631.0 2.13X 1.00 5604.0 Base Total: 2631.0 5604.0 As -Built Total: 2631.0 5604.0 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 232.0(p) -31.8 -7377.6 1. Slab -On -Grade Edge Insulation 0.0 232.0(p -31.90 -7400.8 Raised 0.0 0.00 0.0 Base Total: -7377.6 As -Built Total: 232.0 -7400.E EnergyGauge® DCA Form 60OA-2004R EnergyGauge®/FIaRES'2004R FLRCSB v4.5.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 86.7 The higher the score, the more efficient the home. ,703 NE MANIE CT, PORT ST. LUCIE, FL, 1. New construction or existing New 2. Single family or multi -family Single family 3. Number of units, if multi -family 1 _ 4. Number of Bedrooms 4 _ 5. Is this a worst case? No _ 6. Conditioned floor area (ft2) 5070 ft2 7. Glass type I and area: (Label reqd. by 13-104.4.5 if not default) a. U-factor: Description Area (or Single or Double DEFAULT) 7a(Sngle Default) 878.2 ft2 _ b. SHGC: (or Clear or Tint DEFAULT) 7b. (Tint) 878.2 ft2 8. Floor types a. Slab -On -Grade Edge Insulation R-0.0, 232.0(p) ft b. N/A _ c. N/A _ 9. Wall types a. Frame, Wood, Adjacent R=11.0, 379.0 ft2 _ b. Concrete, Int Insuf, Exterior R=4.1, 3450.0 112 _ c. N/A _ d. N/A _ e. N/A _ 10. Ceiling types a. Under Attic R=30.0, 2631.0 ft2 _ b. N/A _ c. N/A _ 11. Ducts a. Sup: Unc. Ret: Una AH: Interior Sup. R=6.0, 250.0 ft _ b. Sup: Unc. Ret: Una AH: Interior Sup. R=6.0, 250.0 ft _ 12. Cooling systems a. Central Unit b. Central Unit c. N/A 13. Heating systems a. Electric Heat Pump b. Electric Heat Pump c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits (CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed C compliant fedtur s. Builder Signature Date: 1 8 c Address of New Home. --I(); 9i wl& CXO. City/FL Zip: �S`1S v *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPAIDOE EnergyStar'srdesignation), your home may qualms for energy efficiency mortgage (EEAV incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec. ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. Cap: 59.0 kBtu/hr _ SEER:13.00 _ Cap: 59.0 kBtu/hr _ SEER: 13.00 Cap: 60.0 IcBtu/hr _ HSPF: 8.40 _ Cap: 60.0 kBtu/hr _ HSPF: 8.40 Cap: 50.b gallons _ EF: 0.95 PT, CF, _ I Predominant glass type. For actual glass type and areas, see Summer & Winter Glass out ut on ages 2&4. EnergyGauge® (Version: FLPRCS}�.14.5.2) • FORM 60OA-2004R EnergyGauge® 4.5.2 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 703 NE MANIE CT, PORT ST. LUCIE, FL, PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, " soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated; installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfin from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked cir breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum theirnal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All duds, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate r adily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTM DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004R FLRCSB v4.5.2 • Project Summary UNIT ONE IZZO BUILDERS INC. Project Information For: KIEL & DORAN RESIDENCE 703 RAMIE CT, PT.ST. LUCIE, FL Notes: Weather. Winter Design Conditions Outside db Inside db Design TD Heating Summary Fort Pierce, FL, US Job: Date: Sep 26, 2007 By: Summer Design Conditions 42 OF Outside db 70 OF Inside db 28 OF Design TO Daily range Relative humidity Moisture difference Structure 0 Btuh Ducts 0 cfm Central vent (76 cfm) 2342 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 2342 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cool4in 09 Area (ft2) U Volume (W) 0 24090 Air changes/hour 0.00 0.16 Equiv. AVF (cfm) 0 64 Heating Equipment Summary Make Ruud Trade Ruud UPMM Series Model UPMM-060JAZ Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.4 HSPF 605000 Btuh @ 470F O 0 cfm 0.000 cfmBtuh 0.00 in H2O 90 OF 75 OF 15 OF L 50 % 61 gr/lb Sensible Cooling Equipment Load Sizing Structure 27588 Btuh Ducts 12044 Btuh Central vent (76 dm) 1254 Btuh Blower 0 Btuh Use manufacturers data n Rate/swing multiplier 0.95 Equipment sensible load 38842 Btuh Latent Cooling Equipment Load Sizing Structure 3091 Btuh Ducts 3898 Btuh Central vent (76 cfm) Equipment latent load 3179 10168 Btuh Btuh Equipment total load 49011 Btuh Req. total capacity at 0.70 SHR 4.6 ton Cooling Equipment Summary Make Ruud Trade Ruud UPMM Series Cond UPMM-060JAZ Coil UBHK-25+RCHL-61A1 Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio Bold/Italic values have been manually ovemdden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. 13.1 SEER 41650 Btuh 17850 Btuh 59500 Btuh 1800 cfm 0.045 cfm/Btuh 0.00 in H2O 0.80 wr140hrts4:3ft Right -Suite Residemial6.0.27RSR27995 2008Jen-0810:34:42 AC%.A C:1Nly Documents\Wrightsofl HVAMZZO.np Calc=MJ8 Orientation = NE Paget Project Summary UNIT TWO IZZO BUILDERS INC. Project Information For: KIEL & DORAN RESIDENCE 703 RAMIE CT, PT.ST. LUCIE, FL Notes: Weather. Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 0 Btuh Ducts 0 cfm Central vent (92 cfm) 2831 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 2831 Btuh Infiltration Fort Pierce, FL, US Method Simplified Construction quality Average Fireplaces 0 Heating Coo216ng Area (� Volume (fta) 0 26340 Air changesthour 0.00 0.14 Equiv. AVF (cfm) 0 62 Heating Equipment Summary Make Ruud Trade Ruud UPMM Series Model UPMM-060JAZ Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.4 HSPF 605000 Btuh @ 47-F O 0 dim 0.000 cfm/Btuh 0.00 in H2O Job: Date: Sep 26, 2007 By: Summer Design Conditions Outside db 90 OF Inside db 75 OF Design TD 15 OF Daily range L Relative humidity 50 % Moisture difference 61 gr/lb Sensible Cooling Equipment Load Sizing Structure 29988 Btuh Ducts 12467 Btuh Central vent (92 cfm) 1517 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Equipment sensible load 41773 Btuh Latent Cooling Equipment Load Sizing -Structure 3375 Btuh Ducts 4064 Btuh Central vent (92 cfm) Equipment latent load 3843 11282 Btuh Btuh Equipment total load 53056 Btuh Req. total capacity at 0.70 SHR 5.0 ton Cooling Equipment Summary Make Ruud Trade Ruud UPMM Series Cond UPMM-060JAZ Coil UBHK-25+RCHL-61A1 Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio 13.1 SEER 41650 Btuh 17850 Btuh 59500 Btuh 1800 cfm 0.042 cfm/Btuh 0.00 in H2O 0.80 Boldldallc values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. VNrlohltY .C).ft Right-SuBe Resider ial6.0.27 RSR27995 2008Ja"B 10:34A2 ACCA C:\My Documents\Wrightsoh HVAC97ZO.rrp Calc=MJ8 Odentdon=NE Pagel Right-J Worksheet Job: UNIT TWO Date: Sep 26, 2007 By: IZZO BUILDERS INC. 1 Room name UNITTWO STUDY 2 Exposed wall 222.0 ft 33.0 ft 3 Ceiling height 10.0 ft 10.0 ft cool only 4 Roan dimensions 1.0 x 264.0 ft 5 Room area 2634.0 ft' 264.0 fl' Ty Construction U-value Or HTM Area (ft2) Load Area Load number (Btuh/ft F) (Stuh/fP) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross WP/S Heat Cool Gross WPIS Heat Cool 6 _W, -13A-0acs 0.143 ne 4.00 2.55 460 -422 0 1075 - 0 0 0 0 L G 1Ac1ob 1.080 ne- 30.24 67.58 - _.38 0 0 2554 0 0 _0 0 w 1213-0sw 0.097 ne 2.72 2.58 0 0 0 0 0 0 0 0 13A-4ocs 0.143 se 4.00 2.55 650 499 0 1271 0 0 0. 0 11 1Ac1ob 1-.080 se - 30.24 68.10 64. 0 0 4331 0 0 0 0 10A-b 0.970 se 27.16 35.86 34 34 0 611 6 0 - 0 0 1Aclob 1.060 se 30.24 68.10 53 53 0 1692 0 ':0 0 0 1At1ob 1.080 se 30.24 68A0 0 0 0 0 0 0 0 0 10A-b 0.970 se 27.16 35.86 0' 0 0 0 O 0 0 0 1Aclob 1.080 se. 30.24 68.10 0 0 0 0 0 0' 0 0 t-D 12B-0sw 0.097 se 2.72 2.58 0 0 0 0 0 0 0 0 11NO se 10.15 0 0 0 0 0 0 0 0 t-G _ _ 13A-0ocs _0.350 0.143 sw _ _9.80 4.00 2.55 460 422 0 1075 140 124 0 316 1AC1ob 1.080 sw' 30.24 68.10 38 0 0 2574 16 0 0 1083 t� 13A-0ocs 0.143 nw 4.00 2.55 _ 650 546 0 1389 _ 190 158 0 403 1Aclob 1.080 nw 30.24 67.58 104 0 0 7055 32 0 0 2149 1Ac1ob 1.080 my 30.24 67.58 0 0 0 0 0 0 0 0 10A-b 0.970 nw 27.16 35.60 0 0 0 0 0 0 0 0 11NO 0.350 nw 9.80 10.15 0 0 0 0 0 0_ 0 0 C 16B30ad '0.032 - OM1.68 - 2634 2634 - 0 _ 4425 _ 264 264 0 444 F 22A-tph 1.358 - 38.02 0.00 297 33 0 0 0 0 0 0 6 c) AED excursion 0 659 Envelope loss/gain 0 28052 0 5053 12 a) Infiltration 0 1016 0 151 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants 230 4 920 1 230 Appliances 1200 0 0 0 0 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 3 14 Subtotal 0 29988 0 5437 15 Duct leads 0%1 42% 0 12467 0%1 42% 0 2260 Total room load 0 42455 0 7697 Air required(cfm) 0 1800 0 326 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. w"- CJHTsC>fV Right -Suite Residential 6.0.27 RSR27995 2008-Jan-0810:34A2 ACCN My Documems\Wrightsoft HVAC=O.np Calc=MJB Orientation=NE Pagel Right-J Worksheet Job: UNIT TWO Date: Sep 26, 2007 By: IZZO BUILDERS INC. 1 Room name BATH 4 CLT4 2 Exposed wall 14.0 It 0.0 It 3 4 Ceiling height Room dimensions 10.0 ft cool only 6.0 x 14.0 It 10.0 ft cool only 6.0 x 8.0 ft 5 Room area 84.0 ft2 48.0 ft- Ty Construction U-value Or HTM Area (" Load Area Load number (Btuhtft--F) (BtuNft') or perimeter (ft) (Stuh) or perimeter (ft) (Btuh) Heat I Cool Gross WPIS Heat I Cool Grew N/PIS Heat Cool 6 13A-4ocs 0.143 ne 4.00 2.55 0 0 0 0 0 0 0 0 -. '---G 1A-ctob 1.080 re 30.24 67.58 0 0 0 0 0 0 0 0 W 12B-0sw 0.097 re 2.72 2.58 0 0 0 0 0 0 0 0 13A-4ocs 0.143 se 4.00 2.55 0- 0 0 0 0 0 0 0 11 IAclob 1.080 se 30.24 68.10 0 0 0 0 0 0 0 0 - 10A-b IAclob 0.970 1.080 se se 27,16 30.24 35.86 68.10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1Aclob 10A-b 1.080 0.970 se se 30.24 27.16 68.10 35.86 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1Aclob 1:080 se 30.24 68.10 0 0 0 0 0 0 0 0 W 1213-0sw 0.097 se 272 2.58 0 0 0 0 0 0 0 0 I--D 11NO 0.350 se 9.80 10.15 0 0 0 0 0 0 0 0 �/ 13A-0ocs 0.143 sw 4.00 2.55 140 134 0 341 0 0 0 0 Y-G 1Aclob 1.080 sw 30.24 68.10 6 0 0 409 0 - 0 0 0 t 13A4ocs nw 2.58 0 0 0 0 0 0 0 0 1Aclob 1.080 1.080 rnv 0.24 30.24 67.58 0 0 0 0 0 0 0 0 1Ac1ob 1.080 rnv 30.24 67.58 0 0 0 0 0 0 0 0 10A-b 0.970 nw 27.16 35.60 0 0 0 0 0 0 0 0 11NO 0.350 nw 9.80 10.15 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 - 0.90 1.68 84 84 0 141 48 48 0 81 F 22A-tph 1.358 - 38.02 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 51 -7 Envelope lossigain 0 942 0 74 12 a) Infiltration 0 64 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 ' 0 Appliances @ 1200 0 0 0 0 Less external lead 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 0 1006 0 74 151 Duct leads 1 0%1 42%1 0 418 0%1 42%1 0 31 Total room load 0 1424 1 0 1 105 Air required (crm) 0 60 0 4 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. w"ght50'Ft Right -Suite Residential 6.0.27 RSR27995 2008Jan-0810:34:42 s1C4CA C:1My Documents\Wrightsoft HVACIIZZO.np Cale =MA Orientation = NE Paget WA W N W +• � W � WAW N-+ Dqq O!n ]I S 8 TE a a0 `2 E Ir`2 * 2� � n DP ,yc Do 4��N��NA�p� t}NEp Dc nbc 2oDDo Dc Dv D Dq7A cyK � ' dd3d=o fl3l$03 . 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W fWT lJWoo00 O"R m tJ ONOOOV OWl00000000000000 �] O V GWp p�m N A O �N R � � A W p o o y y w A O O O O O O O O O O o O O O w O O A O O K s; _ A N O O O O O O O O O O O O o o O O O O O O O O O O O O o 0 0 0 o W r, o SC v O (O7 J 8 N ro Ow W O y P lu W + VOWi W O O� W O O O O O+ A O O W(WJ O W O O O O O O N O O O O O O O W O O(T V Right-J Worksheet UNIT TWO IZZO BUILDERS INC. Job: Date: Sep 26, 2007 By: 1 Room name W/o BATH 2 2 Exposed wall 0.0 ft 0.0 it 3 Ceiling height 10.0 ft cool only Me ft cool only 4 Room dimensions 3.0 x 10.0 R 8.0 x 10.0 it 5 Room area 30.0 W 80.0 ft. Ty Construction U-value Or HTM Area Lead b (ftl Load number (Btuh/ft;°17 (etuh/ft2) or perimeter (it) (Btuh) orperimeter (ft) (Btuh) Heat Cool Gross WKS Heat I Cool Gross N/P/S Heat Cool 6 13A4ocs 0.143 ne 4.00 2.55 0 0 0, 0 0 0 0- 0 -1A-elob 1.080 ne 3024 67.58 O 0 '0 0 '0 0 0 0 W 12B-0sw 0.097 ne 2.72 2.58 0 0 0 V 0 0 0 0 0 13A4ois 0.143 se 4.00 _ 2.55 _ 0 - - 0 0 0 - 0 0' 0 11 1Actob 1.080 se 30.24 68.10 0 0 0 0 0 0 .0 0 0 10A-b 0.970 se Z7.16 35.86 - 0 0 0 0 0 0 0 0 1Aclob 1.080 se 30.24 68.10 0 0 '0 0 0 0 0 0 - 1Actob 1.080 se 30.24 68.10 0 -0 0. 0 0 0 0 0 _ 10A-b 0.970 se 27.16 35.86 0 0 0 0 0 0 0 0 tA-c1ob. 1.080 se. 30.24 68.10 - . 0 0 0 0 0 0 0 0 IW 12B-0sw 0.097 se 2-72 2.58 0 0 - 0 0 0 0 0 0 �--D 11NO _ 0.350 se 9.80 10.15 0 0 0 0 0 0 0_ 0 IW 13A-4obs 0.143 sw 4.00 2.55 - 0 0 0 0 0 0 0 _ 0 '-G 1Ac1ob 1.080 sw.-. 30.24 - 68.10 0 0 0 0 0 0 0 0 13A4ocs 0.143 nw 4.00 2.55 0 0 0 0 0 0 0 _ 0 1Actob 1.080 nw 30.24 67.58 0 0 0 0 0 0 0 0 tActob 1.080 nw 30.24 67.58 0 0 0 0 0 0 0 0 10A-b 0.970 nw 27.16 35.60 0 0 0 0 0 0 0 0 11NO _ 0.350 nw 9.80 10.15 0 0 0 0 0 0 0 0 _ -C . 16B30ad -_ 0.032 - 0.90 .,, - 1.68 30 30 •0 50. 60 60 0 134 F _ 22A-tph 1.358 - 38.02 0.00 0 - 0 0 0- 9 0 0 0 6 C) AED excursion 4 -11 Envelope loss/gain 0 46 0 123 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances@ 1200 0 0 0 0 Less external load 0 0 0 0 Less transfer 0 0 } 0 0 Redistribution 0 46 0 18 14 Subtotal 0 0 0 141 15 Duct loads 0% 42% 0 0 0% 42% 0 59-1 1 Total room load o 0 o .: Air required (chn) 0 0 1,d 4200 , ,) ' 8 Printout certified byACCAto meet all requirements of Manual J 8th Ed wrrghtsoft Right-Sufte Residential 6.0.27 RSR27995 2008Jan-08 10:34:42 AZ:A C:1My Documems\Wrightsoft HVAMIZZOmp Calc= MJ8 Orientation = NE Page 6 n'noa0000 o.000000m000,�pn'o - N'-M Mo ooOOM�m o N h T 8 i i � � V m N c U o ii� ryoc O Jm O Orp O p p O G OO O O O O p p p p pp p�. p 00 00000 0. O W O V ma � N N mM O d N � a `.y�� o p0 �m000000000 Opoov NoO. o N V Cpl • n nM C o c O OF ' `SO Jm N C M =N ' � �o �0000 0000 0000000000aM - o a ro z Et O O vyC� Op.m O O O O O O OQ O O O O O p O O O Om N _ O O Or Om p, O m m m m Om O O m O m m;00 N m m O m m 0 bm�-m0 8 N�NNod o cd .6bm NON WNd� od—o ti. m mmmmMm {o mwo $F5 T� OO ooNoamaama.N oovOaamo:o NO 'ONnON'-N m N�NnmONONN'-miO�, Mp YC(V'V OO GC^^OONOVOpOO1�OiOOM N^ Q r N�.N � CCC��•��Nb�N FCCCEE" �`� 90OniQ W'�W WnWT N:V OVmm Noma N� '-.oO�o moomoo M-O-oommoM • oo'd,= GN � p 4 TS 0 r2� 3 a na a ao as m w� 'o oo� o f$300 or • � $m 0 10 �' 10 � v B aE Erma OE v�'Y Ya'Y mz¢Y YVaz'mgn ' a� _ 'co E`w =ya mEB Uc�QQo 6MQQo-0�.r m S' w EC V W Nd � JJKM❑ fa 0 N] it T U ' o � a2 4 $3 00000.0000 p,a 0000o000.00' � ' 0 00 00000 00 O ry O ai x • yj O O O O O O OHO O'O O O� O N 0 0 0 0 0� ^ yao O O y CLom N n a O O O O N N p M O NON 010 00 Wo O" M 0 yyyy pNp 0 N M m � O - 0Cmm VN.NNNOQQQNaN� N 0 0 No O (0 00 0 0 W QQQp ON) O 8 N QN ON 20 U vc Bm 000000000000000000000 •- - 0 00 00000 00 = ' w Z� O• I Fo pj 0000000.'o m01 �0 ON OO O�NN �ry lV t+0 v0j NNN p Q j O O p C OOOOmOOmy00-0�0�--�-�-NO 0.v M N N NQ,N N Q Q N N NN O N N N N O 0 m 0 0 00 O O 0-0 m 0 N 000 00 m O N 0 O hN N 00 06 0 IN O N O Nm N N n Np�pO F, SN m mMmm Mm m mmm� 2 yO mONOO O Q N 0 0 0 Q Q 0'Q N O OOO N 0 00O>0O09 gmNp hN� ON NN00Q OON 0QN 00N OMN NhMp� Ny CNy I• GG jNf j� ry M ONM00000.ON OC)OMOOOONm' �°1 '0 m Q 0 Nm.O N 0 Ol 0 Q m Q 0 0 N N m 0 00�0'm O.00100 M:'-O�OOmMOM C Yf p �m OQ o 0 o� yy22 ga2Sc aOnO On3 o� q4N mmV� Q�'.V-m.N-.QMY6QoYQ.YQ �o,.�V��p¢�M'6V a>Ern � 6YIY�I oI'�I N � � i F� 1� _ rcEE w hE'-rncaw oxx FT 13 U W mn gEy{ �yte{a'oaE �3K u1❑ F-Q �NMQO 0 . R 1- Right-J Worksheet UNIT ONE IZZO BUILDERS INC. Job: Date: Sep 26, 2007 By: 1 2 Room name Exposed wall HER CLT 0.0 It HIS CLT 0.0 It 3 4 5 Ceiling height Room dimensions Room area 10.0 It cool only 10.0 x 7.0 It 70.0 W 10.0 It 000l only 10.0 x 5.0 It 50.0 ft' Ty Construction U-value Or HTM Area (ft°) Load Area (ft°) Load number (Btuh/ft-F) (Bluhlft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross WP/S Heal Cool 6 W, 13A-0ocs 0.143 ne 4.00 2:55 0 0 0 0 0 0 0 0 �C W 1Aclob 12B-0sw 1.080 0.097 . ne ne 30.24 272 67.58 2.58 0 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 11 13A-0ocs 1Aclob 0.143 1.080 se se 4.00 30.24 2-55 68.10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10A-b 1AClob 0.970 1.080 se se 27.16 30.24 35.86 68.10 0 0 0 0 0 - 0 0 0 0 0 0 0 0 0 0 0 1Atlob 10A-b 1.080 0.970 se se 30.24 27.16 68.10 35.86 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W, �D 1Aclob 128-0sw 1.080 0.097 se se 30.24 2.72 68.10 258 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11NO _ 13A-4ocs 1Aclobb 13A4as 0.350 0.143 1.080 . se sw sw my 9.80 4.00 30.24 . _10.15 255 68:10 2.55 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0- 0 0 0 0 0 0 _ 0 0 0 0 0 0 0 0 W L-G 1Actob 1Ac1ob 1.080080 1 1.080 nw rrvi 300.2424 30.24 67.58 67.58 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10A-b 11NO 0.970 0.350 nw nw 27.16 9.80 35.60 10.15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C F 1613-36ad 22A-tph 0.032 1.358 - - 0.90 38.02 1.68 0.00 0 70 0 0 0 0 0 0 0 50 0 0 0 0 0 0 6 c)AED exarsion 0 0 Envelope loss/gam 0 0 0 0 12 a) Infiltration b) Room ventilation 0 0 0 0 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances @ 1200 Less external load 0 o 0 0 0 0 0 0 Less transfer Redistribution 0 0 0 0 0 0 0 0 14 15 Subtotal Duct loads 0% 44% 0 0 0 0 0% 44% 0 0 0 0 Total mom load 0 0 o 0 Air required(&n) 0 0 0 0 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wr�g!-rtsOft Right -Suite Residential 6.0.27 RSR27995 2008-Jan-0810:34:42 ACZ`A C:Wy Documems\Wrightsoft HVAC112ZO.mp Calc=MJB Orientation =NE Page U o at 52� $m o00000000000000000000 0 00 00000 00 tf a m Qt qp K 0 0 0 0 00 00 00 .0 0 m 00 0&NN m `oP. m I�N p c Ev O OC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0— N N 00ZR C N n g m mN m m N1� O �O ,y( C U' No oOm 0000000000000000 �o 00000WM Ina c (3 o ag Bm 0000o0000000000000000 0 00 00000 00 m Q N C m O % 'OQ O O O O O O O O O O O-0 0 0 0 0 0 0� G m 10 V i o y a 00 O vC OQ O O O N O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � O O It7mmOOf000[DOm NNOmmm.. 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Job: Date: Sep 26, 2007 By: 1 Room name FAMILY RM DINETTEWTCHEN 2 Exposed wall 23.0 ft 42-0 ft 3 4 Ceiling height Room dimensions 10.0 ft cool only 1.0 x 582.0 ft 10.0 ft cool only 1.0 x 461.0 ft 5 Room area 582_0 ft2 461.0 ft2 Ty Construction Ll-value Or HTM Area (ft2) Load Area (ft2) Lead number (BtuhtWF) (Btuhtft) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross NIP/S Heat Cool Gross N/P/S Heat Cool 6 V)/L- 13A4ocs 0.143 fie 4.00 2.55 0 0. 0 0. 170 -170 0 433 ( 1AC1ob , 1.080 ne- 30.24 67.58 0 0 0 0 0 0 0 0 W 128-0sw 0.097 ne 2.58 0 0_ 0 0 0 _ 0 0 0 _ 13A4ocs 0.143 se _2.72 4.00 2.55 0 0 _ 0. 0 0 0 0 0 11 1Ac1ob 1.080 se 30.24 68.10 0 0 0 0 0 0 0 0 10A-b 0.970 se 27.16 35.86 0 0 0 0 0 0 0 0 1Aotob 1.080 se 30.24 68.10 0 0 0 0 0 0 0 0 1Actob 1.080 se 30.24 68.10 0 0 0 0 0 0 0 0 10A-b- 0.970 se - Z7.16 35.86 0 0 0 0 0 0 0 0 W� tActob 12B-0sw 1.080 0.097 se se 30.24 2.72 68.10 2.58 0 0 0- 0 0 0 0 0 0' 0 0 0 0 0 0 0 11N0 13A-4ocs 0.350 0.143 se sw 9.80 4.00 10.15 2.55 0 0 0 0- _ 0 0 0 0 0 0 _ _ _0 0 0 0 0 0 W, Lam, tActob 13A4ocs 1.080 sw nw 30.24 4.24 68.10 2.58 . 0 230 0 140 0 0 0 370 0 230 0 220 0 0 0 560 tActob 1.080 1.080 nw 30.24 67.58 0 0 0 0 30 0 0 027 2020 tActob 1.080 nw 30.24 67.58 41 0 0 2757 0 0 0 0 10A-0 11N0 0.970 0.350 nw nw 27.16 9.80 35.60 10.15 41 0 0 0 0 0 1453 0 0 0 0 0 0 0 0 0 _ C 16B-306d 0.032 - _ 0.90 1.68 D 0 D 0 0 0 0 0 F 22A-tph 1.358 - 38.02 0.00 582 23 0 0 461 42 0 0 6 c)AED excursion 1081 185 Envelope loss/gain 0 5668 0 3205 12 a) Infiltration 0 105 0 192 b) Room ventilation 0 0 0 0 13 Internal gains: OccupantsQ 230 0 0 0 0 Appliances @ 1200 0 0 1 1200 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 0 5774 0 4597 15 Duct loads 0% 44% 0 2521 0% 44% 0 2007 Total mom lead 0 8294 0 6605 Air required (cfm) 0 377 0 300 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wt'�g Fltsoft Right -Suite Residential 6.0.27 RSR27995 2008-Jan-0810:34:42 A04SA C:Vdy Documems\Wrightsoft HVACIIZZO.ap Cale= MJ8 Orientation = NE Page 11 t. Right-J Worksheet UNIT ONE IZZO BUILDERS INC. Job: Date: Sep 26, 2007 By: 1 Room name PANTRY POWDER 2 Exposed wall 17.0 It 4.0 it 3 4 Ceiling height Room dimensions 10.0 ft cool only 1.0 x 58.0 It 10.0 it cool only 8.0 x 8.0 ft 5 Room area 58.0 ft' 64.0 ft' Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuhiftz*F) (Btuhlft=) or pedmeter (ft) (Btuh) or perimeter (ft) (Btuh) Heal Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 13A-4oc5 0.143 ne 4.00 2.55 60 60 0 153 0 0 0 0 L 1Aclob 1.080 ne 30.24. 67.58 0 0 0 0 0 0 0 0 W 12B-0sw 0.097 ne 2.72 2.58 _ 0 0 0 0 4.0 40 0 103 13A-4ocs 0.143 se 4.00 2.55 _ 0 0 0 0 0 0 0 0 11 1Ac1ob 1.080 se 30.24 68.10 0 0 0 0 0 0 0 0 10A-b. 0.970 se 27.16 35.86 0 0 0 0 0 0 0 0 1Aciob 1.080 se 30.24 68.10 0 0 0 0 0 0 0 0 1Aclob 1.080 se 30.24 68.10 0 0 0 0 0 0 0 0 10A-b 0.970 se 27.16 35.86 0 0 0 0 0 0 0 0 1Aclob 1.080 se 30.24 68.10 0 0 0 0 0 0 0 0 1213-0sw 0.097 se 2.72 2.58 110 110 0 284 0 0 0 0 11NO 0.350 se 9.80 10.16 0 0 0 0 0 0 0 0 W, 13A-40cs _ 0.143 sw 4.00 2.55 0 0 0 0 0 0 0 0 -�C 1Aclob 1.080 sw 30.24 68.10 0 0 0 0 0 0. 0 0 W 13A-4ocs 0.143 nw 4.00 2.55 0 0 0 0 0 0 0 0 1Aciob 1.080 nw 30.24 67.58 0 0 0 0 0 0 0 0 1Aciob 1.080 nw 30.24 67.58 0 0 0 0 0 0 0 0 10A-b 0.970 nw 27.16 35.60 0 0 0 0 0 0 0 0 11NO 0.350 nw 9.80 10.15 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 - 0.90 - 1.68 0 0 0 0 0 0 0 0 F 22A-tph 1.358 - 38.02 0.00 58 17 0 0 64 4 0 0 61 c)AED excursion -56 -13 Envelope loss/gain 0 381 0 90 12 a) Infiltration 0 78 0 18 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants@ 230 0 0 0 0 Applianoes@ 1200 0 0 0 0 Less external lead 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 0 458 0 108 15 Duct loads 0% 44% 0 200 0% 44% 0 47 Total room load 0 659 1 0 156 Air required(cfm) 0 30 0 7 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wr�JHVo'Ft Right -Suite Residential 6.0.27 RSR27995 2008Jan-0810:34:42 ACCZ CAMy Dowmehts\Wdghlsoft HVAC\IZZO.np Cale =MJ8 Orientation = NE Page 12 14- Right-J Worksheet UNIT ONE IZZO BUILDERS INC. Job: Date: Sep 26, 2007 By: 1 Room name GH WING RM 2 Exposed wall 9.0 ft 23.0 It 3 4 Ceiling height Room dimensions 10.0 It cool only 1.0 x 72.0 It 10.0 It cool only 23.0 x 14.0 it 5 Room area 72.0 ft' 322.0 IF Ty Construction U-value Or HTM Area (112) Load Area (ft-) Load number (Btuh/W[F) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross NIP/S Heat Cool 6 W, 13A46cs 0.143 ne 4D0 . 2.55 0 0- 0 0 0 - 0 0 0 I_ w _1Aalob 12B-0sw 1.080 0.097 ne. ne 30.24 272 -, 67.58 2.58 0 30 0 30 0 0_ 77 0 0 0 0 0 0 0 0 11 13A-4 1Actob 0.143 1.080 se se _ _ 4.00 30.24 2.55 68.10 - 0 0 - 0 0 _0 0 0 0 0 230 0 105 0 _ 0 0 _ 267 0 NAAcIlob 10A-b 0.970 se 27.16 35.86 0 0 0 0 0 0- 0 0 1Aclob 1.060 se 30.24 68.10 0 0 0 0 0 0 '0 0 1Ac1ob 1.080 se 36.24 68.10 0 0 0 0 13 13 0 415 10A-b 0.970 se 27.16 35.86 0 0 0 0 34 0 0 1219 W L---D 12B-O w 1.080 0.097 . se se 30.24 2.72 68.10 2.58 0 60 0 39 0 0 0 101 78 - 0 78 0 0 0 2490 0 11N0 13A-4ocs- 0.350 0.143 se sw _ _9.80 4.00 _ 10.15 2.55 21 0 21 0 _ _ 0 0 _ 213 0 _ 0 0 0 V -0 0 0 _0 0 W I- 0 l 1Ac1ob _ 1A-slob 1.080 sw nw 30.24 -. .68.10 2.58 0 0 0 0 _ 0 0 0 0 - 0 0 _ 0 0 _ 0 - 0 _ 0 0 1Actob 1.080 1.080 nw 0.24 30.24 67.58 0 0 0 0 0 0 0 0 1Actob 1.080 nw 30.24 67.58 0 0 0 0 0 0 0 0 10A-b 0.970 nw 27.16 35.60 0 0 0 0 0 0 0 0 11N0 0.350 nw 9.80 10.15 0 0 0 0 0 0 0 0 _ C F 96B30ad 22A{ph 0.032 1.358 - - 0.90 38.02 1.68 0.00 0 72 _ 0 9 _ b 0 0 0 �- 0__ 322 0 23 0 0 0 0 6 C) AED excursion -47 489 Envelope loss/gain 0 344 0 3903 12 a) Infiltration 0 41 0 105 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances @ 1200 Less external lead 0 0 0 0 0 0 0 0 Less transfer Redistribution 0 0 0 0 0 0 0 0 14 151 Subtotal Duct loads 0%1 44% 0 0 385 168 0% 44% 0 0 4008 1750 Total room lead I 0 554 0 5758 Air required(cfm) 1 0 25 0 261 Printout certified byACCA to meet all requirements of Manual J 8th Ed. w"Cjlll tsOR Rlght-Suite Residential 6.0.27 RSR27995 2008.1an-0810:34:42 C:Wy DowmentslWrightsoft HVAC1IZZO.np Cale= We Orientation = NE Page 13 tTA fJ N OI +• mmo5QnS 3�3 g �^ d n �3 — H 1O w, orm o <'y moghh Dh zmDDDDaDaND h Ah h fph O� oro q O'li ,rn, 90++DDM Nei a 0 a� Vpp Ap '�' b�V0 V0 b0 .�' f 3qq� N.S= a Q a l o' o- o' v m 4 H 2r a lJ0 io oo+o+iJ ooipo oip o+oo� �ry �� , ��nn iri WNOOOOtA�fO �OV000000tAi1VOW .�I. NN PO NO0J�AOO�OJAOAM'J ,P 'OVJONA OO WO +OOGAO NOOWNON 0A'.0tD OO0 C�� +i0 N N pn O_ + IN N 0O O O1N000N0(T fTmO OlO 001N OlmNN I o+o �00000000000000000000. �'� o '00 f° m y o o rn0000o000'000000000000 ?'SS x o� 00 OOaoo 00 0 000000000000000000000 �V m0 MWO0000 ow o Es000000000000i 0000002moo p oD 3 m �I s d 6 N C;a O z(O W yS+ C 0 L Tm m 0 N R CAN Z � n CD a Sheet �zasnm �leeam �1ee ®lwam �150am MSTR BEDRM DINETTEIKITCHEN FAMILY RM �205 ctm BOO c1m P jO[ 3 CABANA 3o ctm IK HER CLT POWDER ® Z7c HIS CLT �® Iq LMNGRM GH UTILfTY MSTRti 1^� 1K 131 131 c1m N25 f Job #: IZZO BUILDERS INC. Scale: 1 : 128 Performed for: Pagel KIEL & DORAN RESIDENCE Right -Suite Residential 703 RAMIE CT 6.0.27 RSR27995 PT.ST. LUCIE, FL 2008Jan-08 10:35:09 C*.XMy Docuinents\Wdghtsoft HVAC... SECOND FLOOR &152c ®152 cfm STUDY ®lwa �150 cim BEDRM3 ®183 cfm 19163 c GAMERM 868 m PWDDR2 3 BATH 4 W/D BATH 2 BATH 3 �60 ®8c 946c CLT4 0d &133c DEN 0148c CRM8 BEDRM4 ®.g3 '®.93 BEDRM2 133 cim Job M Performed for: KIEL 8: DORAN RESIDENCE 703 RAMIE CT PT.ST. LUCIE, FL IZZO BUILDERS INC. Scale: 1 : 128 Page 2 Right -Suite Residential 6.0.27 RSR27995 2008Jan-08 10:35:09 Documents\Wrightsoft F OFFICE USE ONLY: DATE FILED: REVISION FEE: I 'D FILE COPY..�o�,G6�� PERMIT NUMBER. 6 RECEIPT NO.: ST. LUCIE COUNTY DEPARTMENT OF COMMUNITY DEVE: BUILDNG & ZONING 2300 VIRGNIA AVENUE CONCEALED FASTENERS OR ATTACHMENTS FORT PIERCE, FL 34982-5652 ARE THE RESPONSIBILITY OF THE .462-I55.3 . CONTBACTOROf RECORD 3. r 4. ST. LUCIE BUILDING FOR% REVIEWED By DATE MUST g-KEPT ON JOB OR NO INSPECTION WILL BE MADE APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORNIATION LOCATION!SITE ADDRESS: DETAILED DESCRIPTIONS OF PROJECT or�-�crn�c. . aA1-11..a VAl a..a V11.'A.' aAW.I. ST. OF FL REGJCERT,l 'LPJC� as"U BUSINESSNA-ME: la,2` q s rJ Qualifiers Name: —<C— ADDRESS: 33 S ST. LUCIE COUNTY CERT.2 D..o%--4. C=t' CITY-: (iI .Raw STATE PHONE (DAYTI>IE): E92, ,.;g FAX r - ?.RCHIVENGn'EER: NAME: _ ADDRESS: _ CITY: PHONE (DAYTIME): _ ZI STATE: ZIP:' x I G M ENGINEERING. INC. April 3, 2008 Izzo Builders, Inc. Attn: Tom Izzo 1338 S.W. Biltmore Street Port St. Lucie, FL 34983 RE: Change of Insect Screen Alice Kiel & Tony Doran Residence 703 Ramie Court Port St. Lucie, Florida Axiom Engineering Project No: 5765-404 Dear Mr. Izzo: This letter is in response to your request to install a different insect screen at the soffit vent locations than that specified on the permit drawings. You have specifically requested to install fiberglass or vinyl insect screening in place of the stainless steel insect screen that was specified in the permit drawings. Axiom Engineering approves the installation of insect screening made of material other than stainless steel. The purpose of the insect screening is to keep insects from the attic space, and a change in the screening material will have no impact on the structure whatsoever. Axiom Engineering appreciates the opportunity to be of service to you. If you have any questions regarding this or any other matter, please do not hesitate to contact me at your convenience. Sincerely, Edwin M. Faerman,-P..E; Shawn T. Bunch, E.I. Principal Enginccr, Axiom Engineering, Inc. Associate Engineer State of Florida License Nos. 46590 & CA 8421 State of Florida License No. 1100010840 10211 West Sample Road, Suite 106, Coral Springs, FL 33065 Office: (954) 757-8666 • Fax: (954) 757-7004 • Toll Free: (800) 894-1991 www.AxiomEngineeringinc.com Code Compliance Division 230D Virginia Avenue Ft Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-2522 http://stluciGco.gov/ce Date: 29 April 2008 Job Address: 703 NE RAMIE Cr Received By: gersteml Paid With: CK Paid By: IZZO BUILDERS INC Building Receipt Receipt #: 0000062439 'ermit Number: SLC- 0703-0014 Amount: 5150.00 "redit Card Number: Check Number: 1345 Sign: FILE COPY J � O ❑ CZ) gj LL _J ! N 1�CD .. 1, _ i .•Jp .i;:' i11 1:rrlinn_-i n':Ji`.C+i— - - - i �\ • ' (. L::•n,.. 7; 3x.3OAK NEWEL (TYP.)' -'COFFMAN C4040m••; V OAK o112" WROUGH IRON,BALLUSTERS (T•YP:)? (SPACING NOT TO EXCEED 4' AT ANV SECTION'OF.,v!. - BALLUSTERS OR NEWELS} COFFMAN C•6010 HANDRAILS AND;r:: •, fir •. ALL HANRAILS TO CONFORM TO GUARDRAILS THROUGHOUT. ,. , .\, _ •>^mirr.:o; I:••:,•I,;: + . R311.5.6F.B.C.2006 ' • �`:ir .. ., .. , ','- INTERIOR WALL TO HAVE CONTINUOUS HANDRAIL MOUNTED O ''• .. '• i b .. 1 r y • .i: ,t .'.�.. 'BRACKETS NOTTO EXCEED148" O.C.' ! .. NEWEL ' r t ' OAKLANDING7READ PLYWOOD SUB FLOOR - J j• V '+,,ta•• .. .. .K 11"NEWEL ANCHORS ° -•,'.-' _ . COFFMAN C3006 h:.':::.t• •:., •: i- .' ' I -•--� "A Y�� N 1 .. FLOOR JOISTS DRYWALL ALL HANRAILS TO CONFORM TO R311.5.6 F.B.C. 2006 ALL GUARDRAILS O CONFORM TO R312 F.B.C. 2006 10211 Vilest Sample Road, Suite 106 Coral Springs, Florida 330bb W/Approved ❑ Approved as Corrected ❑ Rejected ❑ Revise and Resubmit ❑ Submit Spccif:al Item This review is Only for general cOnforntance will, tt:e design concept of tltc project and general compliance Willi the itilbnilation Liven in d:e Contract lhculnerts. corrections or ctt:mncths nts r:radc on e Mp dr.:winp during t is review do nor relieve contractor fmcnia of the Pans compliance with the require and slwcifieations. AFG"Will of a spccirrc item shall not include approval Of an assembly of vyhich the iron is a conlroncot. Contractor is I'VI nsimu for. dineetisios to be confimtcd and correlated at tltc jobsitr. information that perlaitrs solely to tiw tab i.ation pros�ss-s or to the means, methods. Itchnrques, sequences ,out procedures of conslrtcuon; coordination of tlw Work of all t-,&s: and for peri �ra»uo all work in a safe and 3atistacto'y maticcr. Datc-1(1,71 4 ' 9•1212 X 12 SOUTHERN VEUA1V P114E MANUFACTURED SAW CUT S7111W^ERS.(0 TOTAL., FLOOR TRUSS I i 4' RSSE:10 RUN TYPICAL 15`-10" —..... - Of U r: .Y N•_ :.• .4• 1' � � al .i s t .. 1 • i.'•♦ 1 I ia.�( � . .. � a d. ♦ Oa p.:.... W I ....... :..,. - o:, . Is LL1 FASTEN TO CONCRETE BLOCK a JWALL, BOTH SIDES @30 4' O.C. » •::n o •,r.. , , ,, n;; :. z ...i .._ d MTH 10 X S" REDHEAD wf PALM BEACH WASHER., CLOSET DOOR a' ' " L.•r: iv FRAMING •r10 , 71 ( OI I w / � '•"' — i is {., G ® STAIR SF aTIONS # OFjj DS : 16 fl TREAD MATERIAL: 1 1/16" 11 114" OAK *0 20 /1 RISER MATERIAL: 314" x 7114'" "OAK. TOTAL LENGTH OF STAIRS: 15' - 10" -// TOTAL HEIGHT OF STAIRS: 12' -1" TOTAL WIDTH OF STAIRS: 3' 6" O.T.O. r Ax€ono Engineering, Inc 10211 West Sample Road, Suite 10.6 Coral Springs, Florida 33065 ❑ Approved 2 Approved as Corrected ❑ Rejected ❑ Revise and Resubmit ❑ Submit Specified Item This review is Only for gencr l conformance Willi the design couc'ent Of lltc:projcct and general cmnpliancc with the information given in •rlx Contract P.ocurrr:s. Corrections or comntene: made on the si•.:n drawings during lids review do not rlicv: coat.^aclor drum compliance with ',Ile requircrnerus of the plans and specifications. Approval of a specific itcat %hail not include approval of at assembly of which the Item is a component. Contractor is restxmsilto for. dimensions to be confirmed and correlated at the jobsitc: information dial pertains solely to the fabricadnrt processes or to the means, methods, techniques, sequences and procedures of construction: coOrdit+.ation Of tl;c 1,'Orl• Of all trades: and I'or performing all work in a ::al'c rain satist'aetory niatnncr. ,OFFICE USE ONLY: ` DATE FILED: 4 Nk PERMIT NUMBER: 6,7 c>3 —66 ( q REVISION FEE: •D RECEIPT NO.: ST. LUCIE COUNTY p (J,3 -00/ DEPARTMENT OF COMMUNITY DEVELOPM 1 ST. LUCIE COON 'BUILDING & ZONING BUILDING DI — REVI ` 2300 VIRGNIA AVENUE FOR CE. CONCEALED FASTENERS OR ATTACHMENTS FORT PIERCE, FL 34982-5652 REVIEWED BY .o ARE THE RESPONSIBILITY OF THE 462-1553 . °"'� P AND PERMIT CONTRACTOR OF RECORD MUST KEPT ON JOB OR NO INSPECTION WILL BE MADE APPLICATION FOR BUILDING PERIMIT REVISION'S PROJECT I-NFORtiIATION SCANNED BY 1. LOCATION!SITE St. LU61@County ADDRESS: 2. DETAILED DESCRIPTION'S OF PROJECT REVISIONS: Ll 64 CONTRACTOR INFOILNIATION: ST. OF FL REGJCERTX C.bC� V <V BUSINESSN.N-%IE: '. Qualifiers Name: ADDRESS: 3�,$ ST. LUCIE COUNTY CERT.= CITY: Paw 5�(/I . t -t STATE:, PHONE (DAYTME): � e a FAX K_ ARCHIT/ENGINEER: NXNIE: ADDRESS: _ CITY: PHONE (DAYTIME): STATE: ZIP:' •.i 1', I y2"A..T�lIECO D.B�L�dM• RA JFd. a°is f� ' M 7t2xY AY yI 1 r � � r J Shield at Protection Systems, Inc. N - T7'o A_• A6A.0 GV• "�^'� U-W"lm..pMDMA F OMut�'.kyuLvs I$97S.W.BwM AGCBd0 Bw18'/eN •iml $L Lude,flolt0e 944&4 "F DEBMMM LR Bk: BVE01NFwr. p72)878.7282•F=f?TZl878A08B , p.pp Dawes a 0 E .kxiorn Engineering, Inc. 10211 Walt Sample Rend, Suite 106 Coral Springs, Fiorida 33065 M Ap proml ❑ Appawcd as Curmclod ❑ licjcctcd ❑ Rev;scand Rcsubmit ❑ Submit Speciticd rl:mi This review is only I -or general conronn:ince With die design co- eept or the pruuxa an't `• gc"cr•I compliance with tic infor. intiur.. given in the Contact Ihxumoms. ('en'cctions or c011111cn!s "Wide on the sinp dra:vings &.ring I this: review do no! rcheve comretur from comptiancc Milt the rcquhvircitls ol•tiic plans i aad spccificatious. ApprzvLil of a specific item t xt;aii net include a"proval of su assembly or i w•hi"h the item is n component. Cbtttrat:tor is ^ respa.:a:ible fur: dimeasions to Lv• eorfirmcd and correlated at dic jobs;tc: in timnaticn 4'lal pc a s solely to file fiNication processes or to ttic nieatix, methods. leyhr,;gnss, sequences and pricedufvs of cocsnution; ccnrdi"atia" 01-111e We.k of all bade.; and !iir nermtming all work in a sago mid sadsl:tctury n•,::ancr. :,0?dVELDED ALUMINUM STRUCTURAL RAILING DRAWING VALID ONLY WITH ORIGINAL SIGNATURE AND RAISED SEAL. VALID FOR 11) LOCATION PER SEALED DRAWING m 0 A E 4 SEE DECORATIVE �DETAIL'A' SCROLLS !I OPTIONAL n W LY M } F L9 LU x N �. BOTTOM RAIL t c ' .4 MAX SPACING, TYP. OPEN OPEN ' 'EXISTING CONCRETE 4 e : a: MRFPD-._ .... . . .. - .. OPTIONAL 1x2 OPTIONAL RINGS P A'4 q SPHERE, TYP. T 1 SPACING, 3Y,'t-CORE ORILL; 3Y,".DEEP73" FROM,CONCRETE:EDGE„FILLED .:,.;. WITH EPDXY (HILTI CY 150.OR EQUIV) OR,HIGR STRENGTH GROUT 3000PSI.MIN 1 9.DETAIL 'Ai:.' .- ,.DETAIL'B' WALL CONNECTIO.NS.. ALOM.,:CASTING OPTION W/ WALL BRACKETS BOTTOM CHANNEL _ POWERS x5"XyL O�TWEDGE E BOLTS WITH -AL`l1MIN�1M 2Y2" EMBED. INTO (2)# PLAT CONCRETE 0 o SMS . FILL WITH 3" MIN FROM ANY CONCRETE FACE TOP CAP BRACKET SUBSTRATE BOTTOM CHANNEL BRACKET 'x13/a" EMBED TAPCONS (3" MIN EDGE DIST) TO CONCRETE OR (2) t/4"X 13/4" LAG BOLTS TO WOOD TOP / BOTTOM RAIL (STYLE MAY VARY) 2x2xl/8" ALUMINUM ANGLE WELDED TO TOP CAP/SLEEVE (2)y"x13/4" EMBED TAPCONS (3" MIN EDGE DIST) TO CONCRETE OR (2) r/4"x 1%4" LAG BOLTS TO WOOD EPDXY (HILTI CY-150 OR EQUIV) Fm MIN PICKET CAP j w �a RAILING 6NG6oD EXTRUSIONS EXTRUSION TOLERANCES TO BE PER INDUSTRY STANDARDS N 0.075 ~ 2.625 2%B"XlY2" DIXIE CAP I O 0.090 .� 0 2.000—� OPEN ( 1"x2" BOTTOM RAIL a c 1-1.000 -4 JY SEE J LRAILING MAY DETAIL 'B' I TERMINATE AT o0 0.125 POST, SPACE o FROM POST TO Si RUCTURE TO ! RESIST A 4" SPHERE D ETA% L ' D' TOP CAP CONNECTION DETAIL 'C' TOP BOTTOM RAIL CONNECTION WELD ( BOTTOM RAIL TO CLIP ONLY) RAIL WELD CLIP TO BOTTOM RAIL FASTEN BOTTOM RAIL TO POST USING SCREWS AS SHOWN TOP CAPS ,=TOP CAP SPLICE PAST ON THE SHOP ASSEMBLED SIDE OF THE POST, THE RAIL CAP IS WELDED TO THE POST ALLOWING Y," FOR AN EXPANSION JOINT. E" UlAMtItK ALUMINUM CAP OPTION 2%"XlYz" OUTSIDE SLEEVE t 0 0:125 O 0.450 1'i2 CNAIJNEL. CUl/O:. BDii�l•.-1 ,OIIIi11:(�� is 0.100 VALID FOR ( 1) JOB-07t"LA' ''ALN ONLY WIIN RAISED ENGNEER SEAL U z 1p0N (Z V o O - LL® rn I i ,�„ E Z WV, ,L�OU V a mb W Z jUw:w d LL Q Ly L9 'a, Ly L m D W O W (A O O w z W M y J �U)LU p W a z W Z W ).125 ! I I W 0.750 �y Q in . •MIN. o., r J 4Z I'W"X%" TUBE POST PICKET MIN. Q �/ GENERAL NOTESi W 'lit f J ,1 -t Y..,, , , 1) THIS SYSTEM HAS BEEN DESIGNEp AVD SHAL4 BE F/Sb"'e, 3TED IN ACCORDANCE!WITH THE („) REQUIREMENTS OF THE 2004 FLORIDA B'UILbIN6'CObE. RAILING'bESIGNE6`PER�CHAP 16 J HVHZ, NON-HVHZ &THE PROVISIONS'OFIASCE'7;02; UPTO`?ao'MrN;IEXP °G',•T00' MRH. W Q 2) THIS RAILING IS DESIGNED TO MEET SEMONS OF:THE CODE GOVERNING, :;i i ELEVATED BALCONIES AND STRUCTURAL RAIL'INGSi(•25PSF'ON OROSS-.AREA SOP.LF I CAM ON POSTS, 200LB MIN PER FBC 1607.7dR(NON-HVHZ)/•FBC:1618.4!6,(HVHZ)).; .-;q BY Lucie C L/� �l oi 3) ALL FASTENERS TO BE #12 X 3/a"tOR�'GREATEW-2024�T4;+18='.8. SERIES;,300 NON-MAGNETI STAINLESS STEEL, OR CADMIUM PLAT,EDiOR;OTHERWISE CORROSION RE,SISiANT,MATERIAL „ AND SHALL COMPLY WITH 5.1.1C, SPECIFI,CATIONS;FOR'./jLUM,;,STRUCi,URES -SECTION 1, THE o 0 ALUMINUM ASSOCIATION,INC., &APPLICABLE FEDERAL``ST�4-fE, AND LOCAL CODES. I \ T 1 0' 4) ALL EXTRUDED MEMBERS SHALL BE ALUMINUM ALLOY TYPE 60691], fl0 I-T6, OR 6005-T5. s m 5) ALL CONCRETE AND EPDXYTO REACH-A-MINIMUM-COMPRESSIVESTRENGTH -OfL 3000 PSI IN J 7 DAYS. WOOD TO BE #2 SYP OR BETTER. o z 6) ALL WELDING MUST BE DONE BY AN AWS CERTIFIED WELDER IN ACCORDANCE WITH APPLICABLE GOVERNING CODES. MIN. WELD IS f/," FULL FILLET WELD. 7) THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALUMINUM MEMBERS FROM DISSIMILAR METALS TO PREVENT ELECTROLYSIS. 8) ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS 9) ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. 10) EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR I AFFIRMATIONS ARE INTENDED. -1h/1/D iI i\ If, LLLJJJ 02 Axiom Engineering, Inc. 10211 mst Sample Road, Suite 106 Coral Springs, Florida 33065 Approved ❑ Approved as Corrected, .. .. 7 Rejected ❑ Revise and Resubmit Submit Spceificd ttcm This review is only for gencral conformance with dte design coreopt of Lhc pmjc,-t and gencr:d complian a will, the imfarnlation givat in the Contract Documents. Correction or comments made or the s''.+p dmtvings daruro , t :is review do nut relieve contractor from compliance with the requiretints of the plans '. and specifications. Approval of a spce:lic item shall not include approval of an assembly of which the item is a component. Contractor is responsible lim, dimensions to be conformed and correlated at the jobsite;.intormation tiai ' i I I _ - pertains sot.^ly to the fabrication processes or to the means, methods, techniques, rsruence:t and procedures of construction; coordioaaon . of the Work of all trades; turd for rerUtmtial; all work in /a safe mid satisfaclory mtnmter. bat` dy i',y FRANK L. BENNARDO, P.E. 9PE0046549 WELDED ALUMINUM STRUCTURAL RAILING 6RAILING6, 66 OR6 RUSIONS DRAWING VALID ONLY WITH ORIGIN SIGNATURE AND RAISED SEAL. VALID EXTRUSION TOLERANCES TO BE PER FOR (1) LOCATION PER SEALED DRAWING . •° OPTIONAL lx2 3/4" MIN PICKET ^• INDUSTRY STANDARDS VADD FOR(1)JOBtsI ONLY OPTIONAL RINGS •` - A0D0M.YWRIIRALS®BIGWME SEE DECORATIVE POST TOP CAP ETAIL'A' SCROLLS �4'-0" MAX SPACING, TYP. 2 S14 ID N m z OPTIONAL Z® a a LL �/� m o mw O O O O O O .w •� 0.075 rwnJ m m f zz _ _ .�y�. — •-I t W VJ j LL U 2 a } v .� U•} L W=..X�w �l Fq' 2.625 r��ppQ >u LU '•N } .... # m >• "DIAMETER 2%"XlY2" OUTSIDE U t m e Z o g Og �LD ¢ 2%'Xlj4" _ C IN AP OPTION SLEEVE Z N p o LU ¢ 3 W.w T N�3 J , j oII 9 0 0.125 o w° m IL e o o 0.450 ti W G a FA �' ri ) �. K==0-=10=0ft a 2.000 2 000 2.000 a. ' • BOTTOM RAIL OPE¢],.'�, 1�O. E¢l^��a �• OPEN a 1"X2" BCOTT�OMA RAIL 1"x2" CHANNEL Iiz"x2" CHANNEL 0�'tl4 eo8 • ®0 GUI " d' ' °3" MIN a '-. N' RETE .A a. ° .• • • 4 n :a•4' '°. EMBED ..° _.'q .d` q .•.a' °' •,.° .. ° •, @� �l��l. 6�4'� L 3' MIN 5FAULD I U RE I%- MAX 1—" A 4" SPHERE, TYP. SPACING, TYP. DETAIL B RAILING MAY o 0.125 0 0.125 iz'I Wmin 3" CORE DRILL 31/Z" DEEP, 3" TERMINATE AT o o •--( POST, SPACE N N �-(0.750� 1Z-i L--1 = FROM CONCRETE EDGE, FILLED FROM POST TO Ln 062" V) WITH EPDXY (HILTI CY-150 OR STRUCTURE TO I MIN. = z EQUIV) OR HIGH STRENGTH - RESIST A 4" -i J J GROUT, 3000PSI MIN. c SPHERE 1"x2"xY8" TUBE 2"x2"xY," POST 3/4" PICKET MIN. Q L� GENERAL NOTES o �� 3 DETAIL 'A' DETAIL ' B' } ^ e +L? 1) THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF W LL, W v THE 2114 FLORIDA BUILDING CODE WITH 2O06 SUPPLEMENTS. RAILING DESIGNED PER CHAP 16 HVHZ, NON-HVHZ b L WALL CONNECTIONS ALUM. CASTING OPTION TO �ONI'JECTION &THE PROVISIONS OFASCE7-02,UPT0140MPH,EXP°C°,100'MRH. J h W/ WALL BRACKETS BOTTOM tr�� 6R_���gl Lg��. 6�w 2) THIS RAILING IS DESIGNED TO MEET SECTIONS OF THE CODE GOVERNING W a CHANNEL E Q= *plEEa ` bpl S"rLICE ELEVATED BALCONIES AND STRUCTURAL RAILINGS (25PSF ON GROSS AREA, 50PLF C� f' m (4) %B° POWERS ON POSTS, 200LB MIN PER FBC 1607.7.1 (NON-HVHZ) & FBC 1618.4.6 (HVHZ)). (n 5"x5"XI/4" CAST WEDGE BOLTS WITH ¢ ALUMINUM 2Y2" EMBED. INTO 3) ALL FASTENERS TO BE #12 X Y," OR GREATER 2024-T4, 18-8 SERIES 300 NON-MAGNETIC STAINLESS STEEL, E (2)#12X�q" PLATE CONCRETE OR CADMIUM PLATED OR OTHERWISE CORROSION RESISTANT MATERIAL AND SHALL COMPLY WITH SAAC, ' SPECIFICATIONS FOR ALUM STRUCTURES -SECTION 1, THE ALUMINUM ASSOCIATION,INC., & APPLICABLE 0 o SMS FILL WITH 3" MIN FROM ANY WELD FEDERAL,STATE, AND LOCAL CODES. a CONCRETE FACE a 2)Y4"Xls/4" EMBED EP POST I T3 �. m O;Y 0,0 4) ALL EXTRUDED MEMBERS SH¢.tL�B MFNU ALLOY TYPE 6063-T6, 6061-T6, OR 6005-T5. , g TOP CAP BRACKET TAPCONS (3" �. I"a EDGE DIST) O €Q IV)s �, y O m SUBSTRATE CONCRETE 5) ALL CONC . ND EP�1 R CH nMINI - PRESSIVE STRENGTH OF 3000 PSI IN 7 DAYS. WOOD TO 9° q c BE #2 5YP ORB Q aaqI qg� Y"X 13/q" LA TOP CA u IC 8@q BOLTS TO =,• /'� 6) ALL WELDING USi' ED WELDER IN ACCORDANCE WITH APPLICABLE GOVERNING wo o Y i,�� R' TAI L 'C' TOP CAP CODES. MIN. W C (2)#12x%q"7) THE CONTRA P STB • 70 S L'AT6FA INUM MEMBERS FROM DISSIMILAR METALS TO PREVENT SMS ®' L CONNECTION WELD ELECTROLYSIS.. e� ® a ® POST WELD 8) ELECTRICAL GROUND, WHEN RE ED, TO BE DESIGNED & INSTALLED BY OTHERS. 'o ��IM!pa� II��'Lp BOTTOM �(�'�`� AA 1� y • Rk�L'4d CLIP ONLY)9) ENGINEERg DMA �SJ1CT� DESIGN AS SHOWN ONLY. USE OF THIS S" BOTTOM CHANNEL BRACKETSPECIFICATION BY CC= > t I D NIf ES1 AVES HARMLESS THIS ENGINEER FOR ALL COST & EF �'��� O+ OO WELD DAMAGES INCLUDING&EE�SEy`/� &E ULTING FROM MATERIAL FABRICATION, SYSTEM S Q�R TOP / BOTTOM RAIL 1X2 1X2 BOTTOM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES COPtNGKIFRANKLIELNM00PE (STYLE MAY VARY) BOTTOM RAIL & FROM DEVIATIONS OF THIS PLAN, RAIL WELD 10) ENGINEERING EXPRESS HAS NOT VISITED THIS JOBSITE. INFORMATION CONTAINED HEREIN IS BASED ON 5014 ON THE SHOP ASSEMBLED SIDE OF THE CONTRACTOR -SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSBILE OR SCALE: 01 72,x2xl/8" ALUMINUM ANGLE POST, THE RAIL CAP IS WELDED TO THE POST LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO PAGE DESCRIPTION: ELDED TO TOP CAP/SLEEVE WELD CLIP TO ALLOWING Ys" FOR AN EXPANSION JOINT. ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN. WORK SHALL BE FIELD VERIFIED BY OTHERS PRIOR TO CONSTRUCTION. Y/4"Xll/4" EMBED TAPCONS (3" MIN BOTTOM RAIL ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON of EDGE DIST) TO CONCRETE OR (2) FASTEN BOTTOM DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND m Y4"x 1-Y4" LAG BOLTS TO WOOD RAIL TO POST FABRICATION AND INSTALLATION OF MATERIALS. c ALTERNATE RAIL CONNECTION DETAIL USING (2) #14 m 11) EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. (TOP & BOTTOM TYP RAIL) SMS SCREWS 0