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394 8TH ST NEW HOME 2015 CITY OF ATLANTIC BEACH f 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 ��11 1 CC`t INSPECTION PHONE LINE 247-5814 SINGLE FAMILY DWELLING NEW MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 - JOB INFORMATION: Job ID: 15-SFR-1598 Job Type: SINGLE FAMILY RESIDENCE Description: NEW HOME Estimated Value: $300,000.00 Issue Date: 8/10/2015 Expiration Date: 2/6/2016 _ PROPERTY ADDRESS: Address: 394 8TH ST RE Number: 169948-0000 PROPERTY OWNER: Name: BRIGHTON, WHITNEY Address: 394 8TH ST GENERAL CONTRACTOR INFORMATION: Name: RIVERSIDE HOMES OF N FL Address: 414 OLD HARD RD STE 502 MATTHEW ROBERTS Phone: - - PERMIT INFORMATION: FEES: ENG REV RESIDENTIAL BLD $100.00 PLAN CHECK FEES $540.00 UTIL REV RESIDENTIAL BLDG $50.00 BUILDING PERMIT FEE $1,080.00 STATE DCA SURCHARGE $16.20 STATE DBPR SURCHARGE $16.20 WATER CROSS CONNECTION $50.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. C� �S, CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 r�Ji31�� Total Payments: $1,852.40 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. r CITE' OF ATLANTIC BEACH PUBLIC UTILITIES 1200 Sandpiper bane ATLANTIC BEACH,FL 32233 t �tlf' (904)270-2535 or(904)247-5874 NEVA/ WATER/SEWER TAP REQUEST Date: 7-2-ZS— Project Address: c39� 9-,w No. of Units: Commercial Residential t" Multi-Family New Water Tap(s) &Meter(s) Meter Size(s) New Irrigation Meter Upgrade Existing Meter from to (size) New Reclaimed Water Meter Size New Connection to City Sewer Name: Applicant Address: City: State: Zip Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application# /5—SPR —1S7 R Water System Development Charge $ j°�q-U� Sewer System Development Charge $ Water Meter Only $ 6(/d S'4C j 1U.4 Q Reclaimed Meter Only $ GCosf- Ci+VN6-r-TiW 4'� Water Meter Tap $ (notes) Sewer Tap $ grip tWA,;6-C Cross Connection $_-0, on Other $ TOTAL $ SGS o6 APPROVED: Kayle Moore,PE (Deputy PW Director or Authorized Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED FIL COPY FILE COPY F IN 7 ED -�s„uv,y City of Atlantic Beach Building Department �U� APPLICATION NUMBER 0 w 2015 (To be assigned b the Building Department.) 800 Seminole Road Atlantic Beach, Florida 322335Q � Phone(904)247-5826 • Fax-(9M)4;7-5 = - :;i E-mail: buildin de t coab.usIS �,c�� 9- P @ Date routed: Z City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 99� X77i S7_ De nt review required Yes No Applicant: / {'�'e'5-7 16S Planning &Zonin Tree Administrator Project: i ihl is Wor ublic Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: [Approved. ❑Denied. (Circle one.) Comments: �Je e y✓�i��/ BUILDING PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑D d. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 City of Atlantic Beach FF(Tobe LICATION NUMBER Building Department ed b the Building Department.) 800 Seminole Road �c �� Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us LDate routed: .Z City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 99 / XfN S7- ;Fire nt review required Yes No 11 4Applicant: /•��i f. rn�S &Zonin nistrator Project: r ties ety es Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: []Approved. ,Denied. (Circle one.) Comments: SC BUILDING c�►� PLANNING &ZONING Reviewed by:_01;;�/ Date: TREE ADMIN. 07 Second Review: XA roved as revised. pp ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES / PUBLIC SAFETY Reviewed by:�� !� /""� Date: FIRE SERVICES Third Review: [:]Approved as revised. —]Denied. Comments: Reviewed by: Date: Revised 07/27/10 City of Atlantic Beach APPLICATION NUMBER Building Department , � T , l 11% 800 Seminole Road (To be assigned b the Building Department.) Atlantic Beach, Florida 32233-5445 JUL U 9 2015 / 45 � Phone(904) 247-5826 Fax(904) e f45 E-mail: building-dept@coab.us r Date routed: .L City web-site: http://www.coab.us �— APPLICATION REVIEW AND TRACKING FORM Property Address: d 9 ( Sr De nt review required Yes No Applicant: I•�� f� rn�S Planning &Zonin Tree Administrator Project: -fflc Wor v ublic Utilities Public Safety Fire Services Review fee $ 5 Dept Signature Y`") Other Agency Review or Permit Required Review or Receipt Date Florida Dept. of Environmental Protection of Permit Verified By Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLI ATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: C TREE ADMIN. Second Review: ❑Approved as revised. []Denied. LIC WORK JCO ments: PUBLIC UTILITIES P BLIC SAF TY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. []Denied. Comments: Reviewed by: Date: Revised 07/27/10 rL7��r• City of Atlantic Beach APPLICATION NUMBER y � Building Department (To be assigned b the Building Department.) t 800 Seminole Road /�+ - /{Q00 Atlantic Beach, Florida 32233-5445 e� ` i Phone(904) 247-5826 - Fax(904)247-5845 n7 ,�y E-mail: building-dept@coab.us Date routed: L City web-site: http://vmw.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: d 9 (�� Sr De nt review required Yes No • CC fanning &Zonin Applicant: / 1�� G rn s ree Administrator Project: Wor ublic Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receiptof Permit Verified By Date Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: pproved. ❑Denied. (Circle one.) Comments: BUILDING �o�� 120` 4� �� S 1?�L'�•�•� S �'� t2'�-<< S er,'7 PLANNING &ZONING Reviewed by: "r:_-AA Date: $ D S-/1� TREE ADMIN. Second Review: ❑Approved as revised. [—]Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. []Denied. Comments: Reviewed by: Date: Revised 07/27/10 �J �s% CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j X ATLANTIC BEACH,FL 32233 (904) 247-5800 8/05/15 PLAN REVIEW COMMENTS 394 8th St. 15-SFR-1598 PERMIT APPLICATION APPROVED. HOLD ROUGH INSPECTIONS FOR REVISED ENERGY SHEETS. Please submit new Energy Sheet packages (two (2) copies) 1. Please provide the Manufacturer's expanded performance data, for both systems,per FBC-EC 403.6.1.1,with completed Manual S. The format of the expanded performance data varies between manufacturers, but should be in a table form. When providing the tables, please highlight or otherwise indicate the input and results to clearly indicate the design conditions and actual capacity of the units at those conditions. Please provide the calculations and/or interpolation used to chose the systems. Please review FBC-EC, R403.6, Equipment Sizing. 2. A floor plan with duct layout was submitted in lieu of a Manual D, but is not legible or capable of being scanned, or complete. Please submit a Manual D or a clear, legible equivalent, including floor plan; duct layout, size, and total effective length; available static pressure; friction loss for the type of duct material(s)used;the greater CFM of either heating or cooling load from each room; and the Standard used for the calculations. 3. All information should match between Manuals J, S, D, and Florida Code Compliance Pages. 4. See attached Roofing Guideline. 5. Metal roofing requires a separate permit. OFFICE COPY ~ { � \\ z ) \\ \\ \ \ \ �\ /\\ \10 z gym, _ \\ \}\ \ \ \ > \\ 7 }\ \ \ \ E^ 7\a °/ - ){) \{} } ) Im§\ \ { \\ P k .\ \\ \! ! \ \\\{ \ } * �\)®{ L) : ! �!\ r ( { E } } \ 77}// / -W 6 (912 ---}}\ - § ___ ) ` \{/! } a ) $ (:f � § 2 * - ! \ cr \ 'd \ [ §r $f/ / \\ $ ! )) : - \ a\ .\ \. ICC EVALUATION SERVICE Most WideLy Accepted and Trusted IMES Evaluation Report Jl1L 15 ESR-3375 -- Reissued August 2014 ray _ This report is subject to renewal August 2016. www.icc-es.org 1 (800)423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION:07 00 00—THERMAL AND MOISTURE pcf. The insulation's liquid components are supplied in PROTECTION nominally 55-gallon drums, labeled as "A" component or Section:07 21 00—Thermal Insulation "B" component. The insulation components have a shelf life of six months when stored in unopened containers at REPORT HOLDER: temperatures between 70°F(21°C)and 90°F(32°C). SES FOAM 3.2 Surface-burning Characteristics: 4008 LOUETTA ROAD,#538 At a maximum thickness of 4 inches (102 mm) and a SPRING,TEXAS 77388-4405 nominal density of 0.5 pcf, the insulation has a flame- (713)239-0252 spread index of 25 or less and a smoke-developed index of www.sesfoam.com 450 or less when tested in accordance with ASTM E84. Thicknesses of up to 111/2 inches (292 mm) for wall EVALUATION SUBJECT: cavities and ceiling cavities are recognized based on room corner fire testing in accordance with NFPA 286, when SES FOAM 0.5 Ib SPRAY: SPRAY-APPLIED the insulation is covered with a minimum 1/2-inch-thick POLYURETHANE FOAM PLASTIC INSULATION (12.7 mm) gypsum board installed in accordance with the applicable code. 1.0 EVALUATION SCOPE 3.3 Thermal Resistance(R-values): Compliance with the following codes: The insulation has thermal resistance(R-values)at a mean ■ 2012 and 2009 International Building Code(IBC) temperature of 75°F(24°C)as shown in Table 1. ■ 2012 and 2009 International Residential Code(IRC) 3.4 Air Permeability: ■ 2012 and 2009 Intemationa/Energy Conservation The insulation, at a minimum thickness of 3 inches Code(IECC) (76 mm), is considered air-impermeable in accordance ■ Other Codes(see Section 8.0) with IRC Section R202, based on testing in accordance with ASTM E283. Properties evaluated: 4.0 INSTALLATION ■ Surface-burning characteristics 4.1 General: ■ Physical properties SES Foam 0.5 Ib spray insulation must be installed in ■ Thermal resistance(R-values) �c'>` accordance with the manufacturer's published installation ■ Attic and crawl space installation ` - instructions and this report. A copy of the manufacturer's ■ Air permeability published installation instructions must be available at all times on the jobsite during installation. 2.0 USES 4.2 Application: SES Foam 0.5 Ib spray polyurethane foam plastic The insulation is spray-applied at the jobsite using a insulation is used as a nonstructural thermal insulating volumetric positive displacement pump as identified in the material in buildings of Type V-B (IBC)construction, and in SES Foam 0.5 Ib spray application manual. The insulation dwellings built under the IRC. The insulation is for use in components must be stored at temperatures between wall cavities and floor/ceiling assemblies, and in attics and 70°F (21°C) and 90°F (32°C) for several days before crawl spaces when installed as described in Section 4.4. application. The insulation must not be used in areas Under the IRC, the insulation may be used as air- that have maximum in-service temperatures greater than impermeable insulation when installed as described in 180°F (82°C). The insulation must not be used in Section 3.4. electrical outlet or junction boxes or in contact with water 3.0 DESCRIPTION (e.g., rain, condensation, ice, snow) or soil. The substrate 3.1 General: must be free of moisture, frost or ice, loose scales, rust, oil, grease or other surface contaminants. The insulation can SES Foam 0.5 Ib spray foam insulation is a two- be installed in one pass to the maximum thickness. The component, open cell, one-to-one-by-volume spray-applied spray-applied foam insulation must be protected from polyurethane foam system with a nominal density of 0.5 weather during and after installation. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed as an endorsement ofthe subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied as to anyfinding or other matter in this report,oras to any product covered by the report. �• Copyright O 2014 Page 1 of 3 ESR-3375 I Most Widely Accepted and Trusted Page 2 of 3 4.3 Thermal Barrier: 5.0 CONDITIONS OF USE SES Foam 0.5 Ib spray insulation must be separated from The SES Foam 0.5 Ib spray polyurethane foam plastic the interior of the building by an approved thermal barrier insulation described in this report complies with, or is a of '/Z-inch-thick (12.7 mm) gypsum wallboard or an suitable alternative to what is specified in, those codes equivalent 15-minute thermal barrier complying with, and listed in Section 1.0 of this report, subject to the following installed in accordance with, IBC Section 2603.4 or IRC conditions: Section R316.4, as applicable. Within an attic or crawl 5.1 The insulation must be installed in accordance with space, installation must be in accordance with Section 4.4. the manufacturer's published installation instructions, 4.4 Attics and Crawl Spaces: this evaluation report and the applicable code. If there are any conflicts between the manufacturer's 4.4.1 Application with a Prescriptive Ignition Barrier: published installation instructions and this report, this When SES Foam 0.5 Ib spray is installed within attics and report governs. crawl spaces, where entry is made only for service of 5.2 The insulation must be separated from the interior of the utilities, an ignition barrier must be installed in accordance building by an approved 15-minute thermal barrier, as with IBC Section 2603.4.1.6 or IRC Section R316.5.3 or R316.5.4, as applicable. The ignition barrier must be described in Section 4.3. Installation in an attic or consistent with the requirements for the type of crawl space must be as described in Section 4.4. construction required by the applicable code, and must be 5.3 The insulation must not exceed the thicknesses noted installed in a manner so that the foam plastic insulation is in Sections 3.2 and 4.4. not exposed. SES Foam 0.5 Ib spray insulation at a 5.4 The insulation must be protected from exposure to the minimum thickness of 3 inches(76 mm)may be installed in weather during and after application. unvented attics in accordance with 2012 IRC Section R806.5(2009 IRC Section R806.4), as applicable. 5.5 The insulation must be applied by contractors certified 4.4.2 Application without a Prescriptive Ignition by SES Foam. Barrier: Where the spray-applied insulation is installed in 5.6 Use of the insulation in areas where the probability of accordance with this section (Section 4.4.2) or Section termite infestation is "very heavy" must be in 4.4.3,the following conditions apply: accordance with 2012 IBC Section 2603.9 (2009 IBC Section 2603.8)or IRC Section R318.4, as applicable. a) Entry to the attic or crawl space is to service utilities, and no storage is permitted. 5.7 Jobsite certification and labeling of the insulation must comply with IRC Sections N1101.4 and N1101.4.1 b) There are no interconnected attic or crawl space and IECC Sections R303.1.1 and 303.1.1.1, as areas. applicable. c) Air in the attic or crawl space is not circulated to other 5.8 SES Foam 0.5 Ib spray polyurethane foam plastic parts of the building. insulation is produced in St. Louis, Missouri, under a quality control program with inspections by ICC-ES. d) Attic ventilation is provided when required by IBC 6.0 EVIDENCE SUBMITTED Section 1203.2 or IRC Section R806, except when air-impermeable insulation is permitted in unvented 6.1 Data in accordance with the ICC-ES Acceptance attics in accordance with 2012 IRC Section R806.5 or Criteria for Spray-applied Foam Plastic Insulation 2009 IRC Section R806.4. Under-floor (crawl space) (AC377), dated June 2012, including reports of tests ventilation is provided when required by IBC Section in accordance with Appendix X of AC377. 1203.3 or IRC Section R408.1, as applicable. 6.2 Report of room corner fire testing in accordance with e) Combustion air is provided in accordance with NFPA 286. International Mechanical Code Section 701. 6.3 Report of air permeance testing in accordance with In attics, the insulation may be spray-applied to the ASTM E283. underside of roof sheathing or roof rafters, and/or vertical 7.0 IDENTIFICATION surfaces, and in crawl spaces the insulation may be spray- Components of the SES Foam 0.5 Ib spray polyurethane applied to the underside of floors and/or vertical surfaces foam plastic insulation are identified with the as described in this section. The thickness of the foam plastic applied to the underside of the top of the space manufacturer's name (SES Foam) and address; the date must not exceed t inches underside mm). The thickness of the of manufacture or the lot number; the product trade name foam plastic applied to vertical surfaces must not exceed (SES Foam 0.5 Ib);the mixing instructions;the density;the 111/2 inches (292 mm). The foam plastic may be installed flame-spread and smoke-developed indices; and the without a covering or coating. The insulation may be evaluation report number(ESR-3375). installed in unvented attics in accordance with 2012 IRC 8.0 OTHER CODES Section R806.5 (2009 IRC Section R806.4). The ignition In addition to the codes referenced in Section 1.0, the barrier in accordance with IBC Section 2603.4.1.6 or IRC products in the report were evaluated for compliance with Section R316.5.3 may be omitted. the requirements of the following codes: 4.4.3 Use on Attic Floors: SES Foam 0.5 Ib spray ■ 2006 International Building Code®(2006 IBC) insulation may be installed exposed at a maximum 2006 International Residential Code(2006 IBC) thickness of 111/2 inches (292 mm) between joists in attic floors. The ignition barrier in accordance with IBC Section ■ 2006 and 2003 International Energy Conservation 2603.4.1.6 or IRC Section R316.5.3 may be omitted. The Code®(2006 IECC) insulation must be separated from the interior of the building by an approved thermal barrier. ESR-3375 I Most Widely Accepted and Trusted Page 3 of 3 The products comply with the above-mentioned codes as provided in accordance with Sections 701 and 703 of described in Sections 2.0 through 7.0 of this report, with the 2006 IECC. revisions as noted below: ■ Protection against Termites: See Section 5.6, except ■ Application with a Prescriptive Thermal Barrier: See use of the insulation in areas where the probability of Section 4.3, except the approved thermal barrier must termite infestation if"very heavy" must be in accordance be installed in accordance with Section R314.4 of the with Section R320.5 of the 2006 IRC. 2006 IRC. ■ Jobsite Certification and Labeling: See Section 5.7, ■ Application with a Prescriptive Ignition Barrier: See except jobsite certification and labeling must comply Section 4.4.1, except an ignition barrier must be with Sections 102.1.1 and 102.1.1.1, as applicable, of installed in accordance with Section R314.5.3 or the 2006 IECC. R314.5.4 of the 2006 IRC. ■ Application without a Prescriptive Ignition Barrier: See Section 4.4.2, except that combustion air is TABLE 1—THERMAL RESISTANCE(R-VALUES") THICKNESS(inches) R-VALUE(°F•ft2•h/Btu) 1 4.0 2 7.6 3 11 3.5 13 4 15 5 19 6 22 7 26 8 30 9 33 10 37 11 41 12 44 For SI:1 inch=25.4 mm, 1°F•ft2•h/Btu=0.176 110K•m2/W. 'R-values are calculated based on tested K values at 1-and 3.5-inch thicknesses. 2R-values greater than 10 are rounded to the nearest whole number. ICC EVALUATION 1 , c c SERVICE ICC-ES VAR Environmental Report VAR-1030 Reissued July 2013 This report is subject to renewal September 1, 2015. www.icc-es.org/ep 1 800423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council° DIVISION: 07 00 00—THERMAL AND MOISTURE high-pressure, plural component SPF application PROTECTION equipment. The bio-based content is as set forth in Table 1 Section:07 21 00—Thermal Insulation of this report. REPORT HOLDER: 4.0 CONDITIONS 4.1 Code Compliance: SES FOAM See ICC-ES report ESR-3375 for compliance of the SES 4008 LOUETTA ROAD,#538 Foam 0.5 Ib Foam S Polyurethane Foam Plastic Insulation SPRING,TEXAS 77388-4405 with code requirements. (713)239-0252 www.sesfoam.com 4.2 Green Codes, Standards and Rating Systems Eligibility: EVALUATION SUBJECT: The information presented in Tables 2 through 5 of this SES FOAM 0.5 Ib SPRAY POLYURETHANE FOAM report provides a matrix of areas of evaluation and PLASTIC INSULATION corresponding limitations and/or additional project-specific requirements, and offers benefits to individuals who are 1.0 EVALUATION SCOPE assessing eligibility for compliance. The final interpretation of the specific requirements of the Compliance with the following environmental criteria: code rests with the Authority Having Jurisdiction. ICC-ES Environmental Criteria for Determination of Compliance for items noted as "Verified Attribute" is Bio-based Material Content(EC102), dated March 1, 2012. subject to any conditions noted in the tables. Decisions on Compliance eligibility with the applicable sections of compliance for those items noted as"Eligible for Points" in the following codes and standards: Tables 2 through 5 rests with the user of this report, and those items are subject to the conditions noted. The user is ■ 2012 International Green Construction CodeTM (IgCC) advised of the project-specific provisions that may be (see Table 2 for details) contingent upon meeting specific conditions, and the ■ ASHRAE Standard 189.1 – 2009 (see Table 3 for verification of those conditions is outside the scope of this details) report. ■ National Green Building Standard (ICC 700-2008) (see Due to the variability of costs and volume, the bio-based Table 4 for details) content percentage listed in this report is based upon weight (mass). The use of cost or volume as the method ■ ANSI/GBI 01-2010, Green Building Assessment for calculation is outside the scope of this report. Protocol for Commercial Buildings (see Table 5 for details) 5.0 BASIS OF EVALUATION 2.0 USES The information in this report, including the "Verified Attributes," is based upon submission of documentation SES Foam 0.5 Ib Foam S Polyurethane Foam Plastic demonstrating compliance with the requirements set forth Insulation is used as nonstructural thermal insulating in ICC-ES EC102. (Evaluation applies to IgCC Section material in wall cavities, floor/ceiling assemblies, or in 505.2.4, item 3; ASHRAE 189.1 Section 9.4.1.3; ICC 700 attics and crawl spaces. See ICC-ES report ESR-3375 for Section 606.1;ANSI/GBI-01 Section 10.1.2.2.) more information on uses and applications. 6.0 IDENTIFICATION 3.0 DESCRIPTION Containers of SES Foam 0.5 Ib Foam S Polyurethane SES Foam 0.5 Ib spray-applied polyurethane foam plastic Foam Plastic Insulation are identified by a label bearing the insulation is a two-component, open-cell, water-blown, SES Foam name and address, product name, spray-applied polyurethane foam (SPF) with a nominal manufacturing date, manufacturing location and the VAR density of 0.5 Ib/ft3. The foam is sprayed in place using Environmental Report number(VAR-1030). *Corrected May 2014 ICC-ES Verification of Attributes Reports are issued under the ICC-ES VAR Environmental Program.These reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as to arty finding or other matter in this report or as to any product covered by the report Copyright 0 2014 Page 1 of 2 VAR-1030 1 Most Widely Accepted and Trusted Page 2 of 2 TABLE 1—BIO-BASED MATERIAL CONTENT SUMMARY PRODUCT NAME % MEAN BIO-BASED CONTENT METHOD OF DETERMINATION F—SESFoam 0.5 Ib Spray Polyurethane Foam Plastic Insulation 17%(+/-3%)' ASTM D6866 Note: 'Based on precision and bias cited in ASTM D6866. TABLES 2 THROUGH 5 Section Possible Number Section Intent Points Conditions Of Use To Qualify For Points Finding TABLE 2—SUMMARY OF AREA OF ELIGIBILITY WITH THE 2012 INTERNATIONAL GREEN CONSTRUCTION CODE Bio-based materials shall be those materials that comply with one or more of the following: 505.2.4 Bio-based content N/A 3.The requirements of USDA 7CFR Part 2902. • Note: USDA 7 CFR Part 2902§2907.17 sets a minimum bio-based content of 7%(10% +/-3%).SES Foam 0.5 Ib Spray exceeds this minimum. TABLE 3—SUMMARY OF AREA OF ELIGIBILITY WITH THE 2009 ASHRAE STANDARD 189.1 A minimum of 5%of building materials used,based on cost,shall be biobased products. Biobased products shall comply with the minimum biobased contents of the USDA's Designation of Biobased Items for Federal Procurement[7 CFR Part 29021,contain the 9.4.1.3 Biobased products N/A "USDA Certified Biobased Product"label,or be composed of solid wood,engineered wood,bamboo,wool,cotton,cork,agricultural fibers,or other biobased materials with at least 50%biobased content. Note: USDA 7 CFR Part 2902§2907.17 sets a minimum bio-based content of 7%(10% +/-3%).SES Foam 0.5 Ib Spray exceeds this minimum. TABLE 4—SUMMARY OF AREA OF ELIGIBILITY WITH THE 2008 NATIONAL GREEN BUILDING STANDARD(ICC 700) The following biobased products are used: (h)products with the minimum biobased contents of the USDA 7 CFR Part 2902 606.1 Biobased products 3 (i)other biobased materials with a minimum of 50 percent biobased content(by weight 8 max or volume) Note: USDA 7 CFR Part 2902§2907.17 sets a minimum bio-based content of 7%(10% +/-3%).SES Foam 0.5 Ib Spray exceeds this minimum. TABLE 6—SUMMARY OF AREA OF ELIGIBILITY WITH THE ANSI/GBI–01 (2010)STANDARD Bio-based products accounted for I%or more of the materials used in the building. Percentage=100 x A=B,where: A=Total cost or weight of bio-based products B=Total cost or weight of all building products 10.1.2.2 Materials content– 1 Cost or weight must be used consistently • Assemblies 7 max For USDA-designated products,products meeting or exceeding USDA's bio-based content,criteria or qualifying as USDA"Bio Preferred"were used. Note: USDA 7 CFR Part 2902§2907.17 sets a minimum bio-based content of 7%(10% +/-3%).SES Foam 0.5 Ib Spray exceeds this minimum. • =Verified attribute ICC EVALUATION C SERVICE ICC-ES Evaluation Report ESR-3375 Seal and Insulate with ENERGY STAR®Supplement Reissued August 2014 This report is subject to renewal August 2016. www.icc-es.org 1 (800)423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council° DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 21 00—Thermal Insulation REPORT HOLDER: SES FOAM 4008 LOUETTA ROAD,#538 SPRING,TEXAS 77388-4405 (713)239-0252 www.sesfoam.com EVALUATION SUBJECT: SES FOAM 0.5 Ib SPRAY: SPRAY-APPLIED POLYURETHANE FOAM PLASTIC INSULATION 1.0 EVALUATION SCOPE Conformance to the following: Seal and Insulate with ENERGY STAR® Program—Definitions and Testing Requirements for Residential Insulation, Version 1.0 Properties evaluated: ■ Thermal resistance ■ Surface-burning characteristics 2.0 PURPOSE OF THIS SUPPLEMENT This supplement is issued to certify that the insulation products described in Sections 2.0 through 8.0 of the master report ESR-3375 have been reviewed for compliance with the requirements of the Seal and Insulate with ENERGY STAR® Program, as set forth in the document Definitions and Testing Requirements for Residential Insulation, Version 1.0. The insulation product covered by this supplement is defined as"Spray or Pour Foam Insulation." The requirements for testing laboratory qualification and product sampling, as well as the specific material and test standards and editions used in this evaluation, are as set forth in the applicable documentation noted in Section 6.0 of the master evaluation report. 3.0 DEFINITIONS The following definitions are from Definitions and Testing Requirements for Residential Insulation, Version 1.0, and are applicable to the subject of this report. 3.1 General Definitions: Insulation: Any material mainly used to slow down heat flow. It may be mineral or organic, fibrous, cellular, or reflective (aluminum foil). It may be in rigid, semi-rigid, flexible, or loose-fill form. 3.2 Insulation Product Definitions: Spray or Pour Foam Insulation:A thermal insulating material that is sprayed or poured(as a gel or foamy liquid)into place, and expands or sets into a cellular foam and cures at the point of installation through a chemical reaction. Foamed materials include, but are not limited to polyurethane, polyisocya n u rate, phenolic, and cementitious insulation. 3.3 Insulation Performance Definitions: R-value:The inverse of the time rate of heat flow through a body from one of its bounding surfaces to the other surface for a unit temperature difference between the two surfaces, under steady state conditions, per unit area. For the purposes of the Seal and Insulate with ENERGY STAR®program, Imperial units will only be accepted[(h•ffZ•'F)/Btu]. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by1CC Evaluation Service,LLC,express or impliecZ as to arty finding or other matter in this report;oras to any product covered by the report. Copyright 0 2014 Page 1 of 6 ESR-3375 I Most Widely Accepted and Trusted Page 2 of 6 Smoke-Development Index: The characteristic of a material to emit smoke when exposed to flame or fire compared to red oak and inorganic cement. Flame-Spread Index: The characteristic of a material to resist the spreading of flames when exposed to flame or fire compared to red oak and inorganic cement. 3.4 Thermal Resistance: The insulation has the thermal resistance R-values as noted in Table 1 of ESR-3375, based upon testing. 3.5 Installation: 3.5.1 General:The installation of the insulation must be in accordance with the requirements set forth in Sections 4.0 and 5.0(as applicable)of ESR-3375. The insulation is manufactured on-site by spray polyurethane foam applicators meeting the qualification requirements of SES Foam. The following information on personal protective equipment and ventilation requirements is reprinted from the SES Foam published installation instructions: "F. SAFETY 3. PERSONAL PROTECTIVE EQUIPMENT(PPE): a. Skin: Wear gloves, coveralls, apron and boots as necessary to prevent contact of liquid components or partially-cured SPF with skin.When handling liquid components, gloves should be made of nitrile, neoprene, butyl or PVC. b. Eyes: Protect eyes while handling liquid components or spraying with safety goggles or safety goggles and a face shield. During spray application, eye protection may be provided by a full-face or hood respirator. c. Respiration: Firms engaged in the application of SES Foam systems must have a written respiratory protection program for employees engaged in handling or applying SES Foam materials. Depending on the situation, respiratory protection may include dust masks, air-purifying respirators (APR), powered air-purifying respirators (PAPR), or supplied- air respirators(SAR). 4. VENTILATION: Provide ventilation and other engineering controls to exhaust vapors from work areas and to protect building occupants and other trades." 3.5.2 Occupancy Time after Installation: The re-entry or re-occupancy time shall be in accordance with the manufacturer's installation instructions,which state the following: "E. RE-ENTRY SES Foam 0.5 Ib Spray reacts and cures within seconds of application. Re-entry times will vary depending on factors including ventilation. Typically, ventilation is continued for 24 hours following the conclusion of spray application and re-entry may occur at that time." 3.5.3 Figures:The figures shown represent general installations of the insulation in the following applications: above-grade wall, below-grade wall,vented and unvented crawl space, unvented cathedral ceiling, and vented and unvented attic. These figures are for illustration purposes and are not to be construed or used as construction documents. This supplement expires concurrently with the master report, reissued August 2014. ESR-3375 Most Widely Accepted and Trusted Page 3 of 6 000-40 p0b 000 000-0 Opo 000 000 p4 p4 O 0 0000 0990 00000 0q 0 00 090 p 0900 000 p 0900 0900 00004 00 OOOp00000g000 000000000000000000-00900000 0-40000 00000 p000 0 OQ O p b0 O'00 O 8000 00 0-000 -0 0-)000 0 00000-0 00 09 an9 Interior Partition 0000000- 90b 04 00 00°00 0-00 Interior Finished Surface 00 09fl099n (112-inch Sheetrock) ('0090OC -o Q 00 000 0 00 00°0°�0�0 SES Foam 0.5 lb Spray 00 0o9no op b poo pa 0o000 Exterior Sheathing 000 9000000 000 000 SES FOAM 0.5 LB SPRAY ABOVE GRADE WALL INSULATION SES 05-1 071312 ESR-3375 I Most Widely Accepted and Trusted Page 4 of 6 00° OO. �. Masonry Block (Typical)---� O Interior Finish Surface ° (1/2-inch Sheetrock) ° 2"x 4"Studs ° ° SES Foam 0.5 Ib Spray ° ° SES FOAM 0.5 LB SPRAY BELOW GRADE WALL INSULATION SES 05-2 071812 (Insulation on Interior Side of Wall) Baffle to provide air space between Thermal insulation and roof Barrier* deck. (as required by local code) °° '. 01 o°o°o°°°° oo ° ° ° ° ° ° ° ° ° ° ° ° ° ° o0 °°°°0°°°0°0°0°0°°°°°°°°°0°0°°°°°o°°°°°O°°°°°° 00°°°0o°°°O°°°o°o°°° °°°°°°°°°°�°°°°o°°°o°°°o o°o°°°o°o°o°° °°°o°°°o°°°°°°°°°°°°°o VL 0 00 0 o°0° °0°0°00 o 00°0°0°0 SES Foam 0.5 Ib Spray o°°°°000 00000o0 00000o000 00000000 00°0°0000 0°000°0° o°o°o°o° o°o°o°o° 0 0 0 0 °00000000 0 0 0 Vented Soffit oog0gogo ° ° oo ° o 0 0.0 ° ° ° ° *Where attic entry is for the 0000°0°0 service of utilities only,Thermal SES Foam 0.5 Ib Spray °o°o°o°o 0°0°A0010- 2., °0° and igniton barrier on the attic 0 0 °°°° side of the spray foam surface may be omitted. SES FOAM 0.5 LB SPRAY VENTED ATTIC:FLOOR/SOFFIT SES 05-3 071812 ESR-3375 Most Widely Accepted and Trusted Page 5 of 6 Subfloor o SES Foam 0.5 Ib Spray 000 ggggggogggggg°ggg°ggggg°g°g°g° °°g to g°ggggggggggg°gggg °°g°g° Header gog°o 8gog8og°g°ggg° Sill '°�°° ° Joist Floor Cross Section Thermal Barrier" Exterior Grade (as required by local code) 6"Min Footer` Vapor Barrier = '•� //\\//\\//\\// 'Where crawlspace entry is for the service of utilities only,thermal '" "• / / / and igniton barrier on the crawlspace side of the spray foam surface may be omitted. SES FOAM 0.5 LB SPRAY CRAWLSPACE:VENTED SES 05-4 071812 Subfloor ggggg g °go,00g Header gog°° g.*g.* Sill goggg Joist googo Thermal Barrier* (as required by Exterior Grade °egg ' g°gg , local code) 000 o, SES Foam 0.5 Ib Spray g°goo 1 Footer` 6"Min Vapor Bz rrier 4• 'Where crawlspace entry is for the service of utilities only,thermal and igniton barrier on the crawlspace side of the spray foam surface may be omitted. SES FOAM 0.5 LB SPRAY CRAWLSPACE:UNVENTED SES 05-5 071812 ESR-3375 I Most Widely Accepted and Trusted Page 6 of 6 Note:In cold climates,embed metal connector plates in spray foam to prevent winter-time condensation. 0 0 o°0o0 O°O°°°° O°01°0000°O SES Foam 0.5 Ib Spray 0000°0 °00 ° '.01 o°o°° °000°o0 10 0 1 0 0 0 Roof Sheathing ° 0'.0 0 00 010 o ° 001°00000° n Truss Top Cord 1 0 0 000° Rafter o°o° 1o000° 000° nnnnnn o°o° nnnnnn nnnnnn o° n nnnnnn Thermal Barrier' (as required by local code) Note:Local building code may require the use of a vapor retarder in cold climate zones. Ceiling/Thermal Barrier 'Where attic entry is for the as required by local building code. service of utilities only,thermal and igniton barrier on the attic side of the spray foam surface may be omitted. SES FOAM 0.5 LB SPRAY UNVENTED ATTIC i INSULATED ROOF DECK SES 05-6 071812 0 0 000 0000 SES Foam 0.5 Ib Spray O O O O 0 0 0 0 0 to specified thickness. O O O O O O 0 O Roof Sheathing 0000 00000000 Thermal Barrier as Rafter 0 0 0 0 required by code. O Note:The local building code may require the installation of a vapor barrier in cold climate zones. SES FOAM 0.5 LB SPRAY CATHEDRAL CEILING SES 05-7 071912 SITE PLAN LOT 6 AS SHOWN ON PLAT OF SHERRY TERRACE AS RECORDED IN PLAT BOOK 20, PAGES 45 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL. I #394 - GRAPHIC SCALE 26.12' ---3 0 0 15 30 EIGHS D R WREEZ,.9� - - E16>.12' C1U5N2NS.OS(C)(M) Na 4403 7.96 64B93'( - NN2 .O (P) ( IN FEET ) 1 inch = 30 ft O."y�.S upiY 2.22' FIND 1/2"I.P. 7.1 .5 ].53\`f�Y 3 W + x4'OWDOD FENCE DURDEN >32 ��^�00 + cfFCEF pR0 B� OfF PROPERTY 91E 61 IIVE OA 0 OFF PRO ®91E 1X8.5 STAIR@.... 0 PART OF BLOCK 9,- .N 7.36 9 P4LM O X •"6. 'R'" I 2b3T I tJ I ATLANTIC BEACH f d+ 'o ••20'B.R.V' �I _ 7.46' �V/ RECORDED IN PB 5-69, O W NOT PART OF SHERRY TERRACE .52.67' C O 0? PLAT) m mo 7.46 7.69m�m• \ 'LA, PROPOSEDOENCE A+m ��, 1Y10 STaRY CE XTESDa '.IA LOT 7 I to \ GDVERED m '*C 3.DO'(IMPROVED) 20.13 \\ 1 Vex K Ln LOT 39 7.38 7.57 m o rn�0•A 19.36 g5`T� 7.56' N ./� \17.51 >B > 1 I° ..t. }>: k 24.33 91D E + \�' `• 8.0 9RE I3 p 6'WOOD FENCE OFF PROPERTY 1E IVE OAK 7 I 9 0.1" .9x of P r 1° xze Tq 0.4z' y;�• •6 6 '19 + PROPERT N63 44'03 E 64.93'(0) p,►4gR'O 4• I TP - DENOTES TELEPHONE RISER � `L� � •(?9�+� `1�ON�� m� 20.62' A _ - DENOTES WOOD POWER POLE 2 TP 28.06' � © - DENOTES WATERMETER 7.35! m DENOTES CONCRETE zea 2N BOC - DENOTES BACK OF CURB 7.oa ya.y LOT 5 �y� (IMPROVED) SOD BREAKDOWN EOP - DENOTES EDGE OF PAVEMENT 'P."0' TOTAL LOT AREA 7,2Sq.Ft. O DENOTES FND 1/2" I.P. \Af I/WGROSS 83 To CURB 2.794 Sq.Ft. f / GROSS SOD AR NO I.D. EA 0.077 Sq.Ft / UNLESS OTHERWISE NOTED I D FOUNDATION SLAB 2.107 Sq.Ft. O DENOTES SET 5/8" REBAR ' DRIVEWAY 236 S.Fl. BTS LB 6991 \0� LEAD WALK 263 Sq.Fl. SIDEWALK AREA 591 Sq.Ft. GENERAL NOTES: OO. / N A/C PAD(S)k GARAGE \ ; Rr 34 Sq.Ft. 1.BEARINGS ARE BASED ON THE EASTERLY LINE OF SHERRY DRIVE AS BEING ✓J / M) SERVICE DOOR SLAB N15'00"W. STAIRS 43 Sq.Ft. 24 2.DRAINAGE ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1989. TDTA D D I.TIONS 3.969 Sq. L 3.THE LANDS SHOWN HEREON LIE WITHIN FLOOD ZONE'X*AS DEPICTED ON THE ROOD INSURANCE RATE MAP(F.I.R.M.)COMMUNITY NUMBER 120074,PANEL NET S00 AREA 6,108 SqFt. . NUMBER 0409H,DATED,JUNE 3,2D13,THE FLOOD ZONES SHOWN ON THIS SITE PLAN ARE SCALED OFF OF THE F.E.M.A.F.I.R.M.MAPS AND ARE FOR REFERENCE ONLY.THF.I.R.M.INFORMATION AND DELINEATION'S ON THIS SITE PLAN ARE IMPERVIOUS COVERAGE VALID ONELY OR DATES UP TO AND INCLUDING THE DATE OF THIS SITE PUN. THERE MAY HAVE BEEN SUBSEOUENT REVISIONS AFTER THIS DATE THAT WILL IMPERVIOUS Sp Ft. LOT Sq.Ft. 1G SUPERSEDE SAID INFORMATION.INOUIRIES SHOULD BE MADE TO THE COMMUNITY'S \ 3,129 Sq.Fl. 7,283 FLOOD PLANE MANAGEMENT REPOSITORY,DEPARTMENT OF PUBLIC WORKS.CITY OF ATLANTIC BEACH. 4.FLOOD MAPS REFERENCED HEREON ARE BASED ON NAVO 1988. 5.NO UNDERGROUND FOUNDATIONS OR UTILITIES It NO IMPROVEMENTS.OTHER LOT 4 THAN THOSE SHOWN WERE LOCATED UNDER THE SCOPE OF THIS SITE PUN. T•a' 6.ADDITIONS.DELETIONS AND/OR ANY WRITTEN INFORMATION ADDED TO THIS MAP V I AN REPORT IS PROHIBITED AND IS NOT AUTHORIZED BY THE SIGNING SURVEYOR. �� I LOTS 3-1 7.THIS MAP IS INTENDED TO BE VIEWED AT A SCALE OF 1'=30'OR SMALLER. B.ENTRIES k PATIOS DEPICTED AS EXTENDING INTO THE BUILDING RESTRICTION \ LIMITS MUST REMAIN UNCOVERED k NOT ENCLOSED. 9.UPLAND BUFFERS ADJACENT TO WETLANDSS ARE TO REMAIN NATURAL. VEGETATIVE,AND UNDISTURBED. \ 1 0.DIMENSIONS ARE IN FEET AND DECIMAL PARTS THEREOF. 11.THIS SITE PUN IS ONLY FOR THE LANDS AS DESCRIBED.IT IS NOT A CERTIFICATE OF TITLE,ZONING,EASEMENTS OR FREEDOM OF ENCUMBRANCES 12.THIS SITE PLAN WAS NOT INTENDED TO DELINEATE OR DEFINE ANY WETLANDS. 42'00"E ENVIRONMENTALLY STATE.R AREAS,WILDLIFE HABITATS OR JURISDICTIONAL LINES N83' OF ANY FEDERAL,STATE,REGIONAL OR LOCAL AGENCY,BOARD,AND COMMISSION 45'5('(M) OR OTHER ENTITY AND ANY LIABILITY RESULTING THEREFROM IS NOT THE R40 3/4'I.P� 199' RESPONSIBILITY OF THE UNDERSIGNED. ND 1•D' 13.UNLESS A COMPARISON IS MADE.MEASURED BEARINGS AND DISTANCES ARE 267.62'(0) IDENTICAL WITH PUT VALUES. I4.THIS SITE PLAN IS BASED ON INFORMATION AS PROVIDED BY THE CLIENT. 00 "E 15.BUILDING AND IMPROVEMENTS,IF ANY,AS DEPICTED HEREON ARE \ PERPENDICULAR TO THE PARCEL PROPERTY LINES. ALL BUILDING TIES ARE SHOWN TO THE FOUNDATION. �,T 16.THIS IS NOT A BOUNDARY SURVEY. SEVEN 1+�T•T.� ' STRFE 17.PUBLIC SIDEWALKS DEPICTED HEREON ARE BASED ON THE CONSTRUCTION \ PUNS THEY ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE RELIED UPON FOR CONSTRUCTION. FOR CORRECT LOCATION AND/OR DIMENSIONS REFER TO THE MOST CURRENT SET OF CONSTRUCTION PLANS. THERE LINE TABLE 15 A MAXIMUM 2%SLOPE ON ALL SIDEWALKS.ALL SIDEWALK AND FLATWORK SHALL,AT A MINIMUM,MEET CURRENT CITY OF ATLANTIC BEACH AND ADA ;THE HOUSE WILL RECEIVE FULL CUTTERS 6 STANDARDS,GROSS SLOPES SHALL BE NO MORE THAN 21L THE PORTION OF THE WILL BE TIED INTO EXISTING DRAINAGE PUN•• UNE DIRECTION LENGTH SIDEWALK WHICH TRANSVERSES THROUGH THE DRIVEWAY APRON SHALL ALSO MEET THIS REQUIREMENT.ALSO.PLEASE NOTE THAT UTILITIES(METER BOXES. L1(P) NB3'12'WE 87.05 VALVES,ETC.)SHALL NOT BE INSTALLED WITHIN THE SIDEWALK. FRONT_ FAMILY SETBACKS" 1B A/C PADS MUST MAINTAIN 3'AWAY FROM ANY PROPERTY LINE AND CAN NOT DENOTES PROPOSED CONCRETE FRONT_20 FEET FROM THE FACE E GARAGE L1(C)(M) N83'44'03•E 97.11 ENCROACH INTO A DRAINAGE EASEMENT DUE TO DRAINAGE PURPOSES. TO BACK OF RIGHT-OF-WAY,16 FEET FROM 19.DRAINAGE STRUCTURES DEPICTED MAY VARY IN SIZE. REFER TO ENGINEERING PORCH RIGHT-OF-WAY. L2(P) N24'15'WW 117.20 PLANS FOR CORRECT DIMENSIONS. 1 DENOTES PROPOSED WOOD DECKING NOTE- NC. ffL2(C)(M) N24'15'00•W ,17.15 20.BWNDARY/1REE/TOPO BEING SHOWN AS PER SURVEY PERFORMED BY BARTRAM TRAIL SURVEYING,INC.1349-15-004,&FEBRUARY 5.2015. GSD - DENOTES GARAGE SERVICE DOOR ABOVE LTHENISH CROWN Of IS TO BE THE ROAD L3(P) N65'45'WE 53.53 3'LW - DENOTES 3' LEAD WALK 3(C)(M) N665503'E 53.69 PREPARED FOR:RIVERSIDE HOMES CERTIFIED TO:RIVERSIDE HOMES BARTRAM TRAIL SURVEYING, INC. LAND SURVEYORS - PLANNERS - LAND DEVELOPMENT CONSULTANTS 1501 COUNTY ROAD 315 SUITS NO. 106 (904) 284-2224 GREEN COVE SPRINGS, FL 32045 FAX (904) 284-2258 ° CERTIFICATE OF AUTHORIZATION LB #899999991 _ COPYRIGHT © 2015 .�o,o..,. NOTATION: F.I.R.M.FLOOD ZONE X(N/A) ro."`.a • a N "1 HEREBY CERTIFY,that this survey graphically represents The survey hereon was made without benefit of abstract o W/ELEVATION: - the results of a field survey mode under my responsible search of title,and therefore the undersigned and Bortromr direction and complies with the latest Standards of Trail Surveying make no Certifications regarding information PANEL NO.: r gar g 120075 0409H 6/3/13 Practice for Surveys as promulgated by the Florida State shown or not shown hereon pertaining to easements, claims Board of Professional Surveyors and Mappers, Chapter of easements,Rights-of-way,setback lines, overlaps, FB/PG: SJ-17 F.A.C.; Pursuant to section 472.027,Florida Boundary Line disputes, agreements.reservations or other 904/33-34 statues,subject to all notes and notations shown hereon. similar matters which may appear in the abstract,or search. DATE: SCALE: (rl FEBRUARY 5,2015 JUNE 20,2015 This survey is prepared and certified for the exclusive use of 6/20/15 1'=30' FIELD WORK COMPLETED MAP ORIGINALLY SIGNED the client named hereon and the survey map and report of u,"rm the Copies thereof are not valid without the Signature and �103J49_115 D.: REVISION: " - the originol raised seal of o Florida licensed surveyor and -004 RAYMOND PAUL SUTHERLAND, P.S.M. `T'apperSTATE OF FLORIDA LICENSE NUMBER LS 6477 DRAWN BY: ANO CHECKED BY: MEB 1 OF 1 Riverside Homes Site Information Sherry Terrace Lot 6, Duval Structural Engineer of Record Derek B. Murray PE No. 71457 4745 Sutton Park Court, Suite 402 APEX Jacksonville, FL 32224H N • WIND LOADING (Cd=1.6) ROOF LOADING (Cd=1.25) FLOOR LOADING (Cd=1.00) MWFRS TCLL 20 psf TCLL 40 psf 130 MPH (3 second gust) \ASCE 7-10 TCDL 07 psf TCDL 10 psf Enclosed Structure (0.18) BCLL 10 psf BCLL 00 psf Exposure B BCDL 05 psf BCDL 05 psf Occupancy Category II (Res) FBC2014 Residential/TPI-2007 Design Program: ITW VIEW v1.00.00 This Package inlcudes 57 truss designs with individual date of design NO JOB ID TRS ID DATE NO JOB ID TRS ID DATE NO JOB ID ITIRS ID DATE 1 BRIGHTON B01 7/20/2015 31 BRIGHTON GE05 7/20/2015 2 BRIGHTON F01 7/20/2015 32 BRIGHTON GE06 7/20/2015 3 BRIGHTON FOIA 7/20/2015 33 BRIGHTON GE07 7/20/2015 4 BRIGHTON F02 7/20/2015 34 BRIGHTON HJ01 7/20/2015 5 BRIGHTON F03 7/20/2015 35 BRIGHTON J01 7/20/2015 6 BRIGHTON F03A 7/20/2015 36 BRIGHTON J02 7/20/2015 7 BRIGHTON F04 7/20/2015 37 BRIGHTON J03 7/20/2015 8 BRIGHTON F05 7/20/2015 38 BRIGHTON J04 7/20/2015 9 BRIGHTON F06 7/20/2015 39 BRIGHTON T01 7/20/2015 ��0 10 BRIGHTON F07 7/20/2015 40 BRIGHTON T02 7/20/2015 11 BRIGHTON F08 7/20/2015 41 BRIGHTON T03 7/20/2015 v . 12 BRIGHTON F09 7/20/2015 42 BRIGHTON T04 7/20/2015 13 BRIGHTON F10 7/20/2015 43 BRIGHTON T05 7/20/2015 VO 14 BRIGHTON F11 7/20/2015 44 BRIGHTON T06 7/20/2015 15 BRIGHTON F12 7/20/2015 45 BRIGHTON T07 7/20/2015 16 BRIGHTON F13 7/20/2015 46 BRIGHTON T08 7/20/2015 17 BRIGHTON FG01 7/20/2015 47 BRIGHTON T09 7/20/2015 18 BRIGHTON --FG--O2 7/20/2015 48 BRIGHTON T10 7/20/2015 19 BRIGHTON FGE01 7/20/2015 49 BRIGHTON Vol 7/20/2015 20 BRIGHTON FGE02 7/20/2015 50 BRIGHTON V02 7/20/2015 21 BRIGHTON FGE03 7/20/2015 51 BRIGHTON V03 7/20/2015 22 BRIGHTON FGE04 7/20/2015 52 BRIGHTON VO4 7/20/2015 23 BRIGHTON FGE05 7/20/2015 53 BRIGHTON V05 7/20/2015 24 BRIGHTON FGE06 7/20/2015 54 BRIGHTON V06 7/20/2015 . .� 25 BRIGHTON FGE07 7/20/2015 55 BRIGHTON V07 7/20/2015 26 BRIGHTON FS17/20/2015 56 BRIGHTON V08 7/20/2015 27 BRIGHTON GE01 7/20/2015 57 BRIGHTON V09 7/20/2015 CC r a 28 BRIGHTON GE02 7/20/2015 " 29 BRIGHTON GE03 7/20/2015 � 30 BRIGHTON GE04 7/20/2015 r P'�� f1R`e . '� % ;r`�• A• % Apex Technology Apex Technology is a ficticious name owned by Jax Apex Technology,Inc.,a Florida Corporation. Florida Engineer Business No. 7547-4745 Sutton Park Court,Suite 402 Jacksonville,FL 32224(904)821-5200 The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings listed above and attached. The suitability and use of each drawing for any particualr building is the responsibility of the Building Designer,per ANSI/TPI 1-2002 Section 2 With my seal affixed to this sheet,I hereby certify that this serves as an index sheet in conformance with Rule 61 G15-23.002(2)and 7/20/2015 61G15-31.003 of the Florida Board of Professional Engineers Job#BRIGHTON BEARING INFORMATION QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 5 05'10"08 T10 MONO 6.00/12 Pitch 1 -Ply 1 287.52 23.00 2 176.94 41.00 1 05'04"13 V01 VAL 9.00/12 Pitch 1 -Ply 1 357.93 29.00 1 08'00"13 V02 VAL 9.00/12 Pitch 1 -Ply 1 537.93 49.00 1 10'08"13 V03 VAL 9.00/12 Pitch 1 -Ply 1 717.93 68.00 1 13'04"13 VO4 VAL 9.00/12 Pitch 1 -Ply 1 897.93 88.00 1 16'00"13 V05 VAL 9.00/12 Pitch 1 -Ply 1 1077.93 109.00 1 18'08"13 V06 VAL 9.00/12 Pitch 1 -Ply 1 1257.93 130.00 1 21'04"13 V07 VAL 9.00/12 Pitch 1 -Ply 1 1437.93 152.00 1 24'00"13 V08 VAL 9.00/12 Pitch 1 -Ply 1 1617.59 475.00 1 26'08"13 V09 VAL 9.00/12 Pitch 1 -Ply 1 1797.93 517.00 WOODFLOOR QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 11 17'01"12 F01 SY42 0.00/12 Pitch 1 -Ply 1 929.21 0.00 2 944.34 0.00 1 17'01"12 F01A SY42 0.00/12 Pitch 1 -Ply 1 965.99 0.00 2 1171.55 0.00 4 06'05"00 F02 SY42 0.00/12 Pitch 1 -Ply 1 340.42 0.00 2 340.42 0.00 7 18'09"00 F03 SY42 0.00/12 Pitch 1 -Ply 1 1018.72 0.00 2 1018.72 0.00 1 22'02"00 F03A SY42 0.00/12 Pitch 1 -Ply 1 918.89 0.00 2 1672.10 0.00 3 -346.26 0.00 8 22'05"08 F04 SY42 0.00/12 Pitch 1 -Ply 1 1222.67 0.00 2 1222.67 0.00 5 22'02"08 F05 SY42 0.00/12 Pitch 1 -Ply 1 1207.62 0.00 2 1222.72 0.00 1 10'04"13 F06 SY42 0.00/12 Pitch 1 -Ply 1 558.07 0.00 2 573.29 0.00 1 09'03"13 F07 SY42 0.00/12 Pitch 1 -Ply 1 513.72 0.00 2 498.48 0.00 1 07'10"13 F08 SY42 0.00/12 Pitch 1 -Ply 1 435.82 0.00 2 420.54 0.00 1 14'03"09 F09 SY42 0.00/12 Pitch 1 -Ply 1 773.90 0.00 2 773.90 0.00 1 10'03"09 F10 SY42 0.00/12 Pitch 1 -Ply 1 553.90 0.00 2 553.90 0.00 2 02'10"00 F11 SY42 0.00/12 Pitch 1 -Ply 1 470.71 0.00 2 -58.52 0.00 6 02'10"00 F12 SY42 0.00/12 Pitch 1 -Ply 1 388.35 34.00 2 88.06 96.00 1 02'10"00 F13 SY42 0.00/12 Pitch 1 -Ply 1 488.20 0.00 2 -105.39 0.00 1 12'04"12 FGE01 SY42GABL 0.00/12 Pitch 1 -Ply 1 1338.55 0.00 1 14'00"00 FGE02 SY42GABL 0.00/12 Pitch 1 -Ply 1 1514.93 0.00 1 10'0812 FGE03 SY42GABL 0.00/12 Pitch 1 -Ply 1 1155.21 0.00 1 06'00"00 FGE04 SY42GABL 0.00/12 Pitch 1 -Ply 1 635.00 0.00 Page 2 of 3 i> �c m I m< (� TI 00 �1 m 61 UI "D W Cn N co mm cK cod D z m D m Zm om�mpo z X p 70 m m m D m ��, _ z � m p < nn n >o MOKM 0 D m z � m -i m < m m m z m m n m Q cn m Q m = cn n G7 D Z° X omo>o� D 1 o p m m co z m Om cw momrz z � n O pn � � X � Cbz ;m <omo> Q m � m = O O m 0 0 c � m-O+ 0 3oN Q p -0 m F m z o CA o m Q ZJ I° m N° m D -D C o O< C Cl) —I p > m D 03 �� o � omm!„ � z Dm m m m m W p m G) �� O � � lJ 1m = 0 C � 2m cow z mC Sv, m cn � m ncn �m Nz1 0 ° m cnm � z � � 1E N) m; 00 cn cn D C m Q my r Q Q m S O z OJ p� pm � � zo 0 o cn ,� .Z7 (n °m N m = O n O m m D O m <0 A v X W ,(mj ZSj ffl m X G7 m 0 Z 0 0 o cn m n 0 — m z Cn n z p C X � p 0 z o p W p Z �C: 0 cn m mD C .Z7 Z m Q O r Q o n m r m �o < z zo n 2 0m � S D D D O z °o a C) D O S m z oDx O p z W o O '=p Z X z cn —1 O Z � Z iC ao D � mz o m CnD 0 (f)o z me o < o > -1 =O z0 OC O (z ,o D0 0) m c m C cn —{ C/) D 0( n M m o —1 S m r --i m m r D � °D Z � °mDD< cn o O , > cn cn n z o bo z Z ��,I K � � � D m D p 7, C > z C zo m '� zoDao O Q Z OJ �a n z U) ,(� 0 Zrr� _ z p�xx z D ZD7 O D z m C7 �N �0C) C m m m W m m = ON um ocziezrn ;a cn � � D W o� 00 :o S D S z� x m zo m m=moo m 0 m n O C) S �> m CmDA � D z � cn = Cl) m m 1x = x o Zo —i r M p z p p m u co C') z z TJ � D Q z z —1 S C o m Q S z U _ m O mp O cn C z m o< cn D m 0 o D cn m * z m m z m D m m o cn cn m G7 z C �7 n < O cn0 O r _ -n � G) z cn y D � m � {� m m o .ZmJ (n z 07 � m M UJ W G7 X< �_ O O C r oo r m Z mF cn p �' -i r m < � m -i m oT I>M2 m D S 0 0 p � 0 0 X 0 °SDs C) r m Q z m > m Q p <> MM Z,z> m W z G7 m 0 0 D opNN z c o M n m ZN� c� m o zS zz N <W�o U) 0 c cn < D m p p c m<' n m Z (Cn G7 O ,Z�j C� C) D Z S 0010 O m cn Z C n 0 Z m O y°Rp m � o m O m C/) o � 00 p m m 0 G+ m� n D Cn D D � n G� m z c) —i r m o m � m m z 0 m0 mcg ccl) �_ Z D o ° D (n r m p SZ r0 0 z o D y m Om z O S 0m mm Z z n m p -n m Cn O m O D 0 o 03 D A C) L m w Cl) Cc, D • M D D m p m m D n m Dz • � z o m C) /� cf) mi U) o 1D x m mX Z� 0 m O O �1= >Z y O 00 Z L) 00 zD D m Z 0 m� o� Zo �c x_z N D Ozz Dm 0? HIP GIRDER =m REFER TO PLACEMENT PLAN FOR NO OF PLIES mm mm xx 0� mm m0 px iz 00 t0 n< JACK m Z xn m mn O T S r Z O OA 5> < < yJACK >0 x T Z m N 00 m H 00 M Z m mm JACK mm on OD no No Z <O o b C7 n C7 c� c� Z� �c o0 z �z �m xn co 'o m c _ m A _ 0:4 ow nN xcnCnC)W Dy =w zo O _ � 0 0 n � � mmm .Zl � � � � � mz � � � Oc� o0c) coo Xo nx pZOn " con mr OU' r .Z70 �`' cnm0 k, m- Z � � cnZZ � CnQz � 0w z 0 = o m z 0 D m m 0 oN nm � � nm mG� nm pZD � z m � � z s OD D m O D z0 0 0 D N cn � c co U) cn m > r -j D � � 00 � Omccn � zo oo = � 0 r �7 �7 � Zo0 � � mC- -i Dc --i Z O O Q z = � < O D m m r c� Z O D ' m M _ Mm D m �D Sm mm Zx Om �O DZ ,O 00 z C) O{ O n zD Dm z() m� O� ZO 10 N D = mD T X o K D >o Cn z m -j O z G m m mZ N Cn m m Cl) C) CO m <� -u Cl) m m co r x D N O G7 O °m Cl) C) m n pZ --AO co O 00 c N G) N > v{ (n W C x� D <- O mD m C N z D m w N o D I C7 41 <o m D x z zz N O O O 0 Cn 0 O� mZ C' m m m v W C)m O> O 0� z <O Z N C7 D na °s = X �N O Z �c \ 0 C y D o = _ z —I m00 A N mm - C Z Cl) m N = Cn CD x o mo a M z c) Cf) cr m 0z ti o N O O v G) n co 0 N ti �C) c� co aa O .6 -C) o0 D C� O mz 00m m -om . m DG) _0 F � O W D /� n r C > > _ \/ \ \ / REFER TO GABLE END 0 ® BRACING DETAIL _\ = \ > > \ \ \ \ 20 @ . Ic \\ « � s \\ o \ < Aoz \ \ % \\ C. m \ (� \\ o = � \ > X ƒ \ U) m 0 < ee mo = E zw z \\ m T FT f \ \ mz m m ' > / Z M \\ \ / \ > \� mk / 2 0 m 2 m zK 2 z xcc -p / \ / !/ )2 nc » \\ \\ N)rn o o saaz _ - C } / / \ ® / 6 I ee = marro \ m = Ez mC) o mz \ \ :;M Z 2 oac z - = 2g / / \ / c / � � \ @f 7< / ok > m z \ 2 zIm oa 9a2 2 / » \ / � cz � gJ c ® e = - -0 0 2 2 % / / ƒ / i 2 2 m o \ e / % z � « @ / 3 9§ z 3 \ 2j $ ® c \ / 2 / zzzz C oemo � % 3 ym � g 2y % @ r- ® m ƒ / > 3 F c Z � C e m / m I � r- BRIGHTON Ply:3 SEAN:17591 I T35/FLOO BRIGHTON Qty: 1 FROM: DRW: B01 Wgt:0.0lbs / ... 07/20/15 T 0 C A+10'1"2 1 B 24'3" 24'3" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 15.00 Speed: NA mph Pf:NA Ce:NA VERT(LL):0.000 - - - C 5454 /- /- /- / /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL):0.000 - - - D 5915 /- /- /- /- /5.5 BCDL: 0.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 A C Min Brg Width Req= 2.0 Des Ld: 55.00 EXP:NA HORZ(TL): 0.000 A D Min Brg Width Req= 2.1 NCBCLL: 10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearings C&D Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.000 Load Duration:1.00 BCDL:NA psf Max BC CSI: 0.000 Maximum Bot Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Max Web CSI: 0.000 Chords Tens.Comp. C&C Dist a:NA ft Mfg Specified Camber: B-A 0 0 I:NA GCpi:NA Wind Duration:NA VIEW Ver:15.01.00.0226.12 Lumber Floor Joist Header:0.0"x16.0"1.9E Microllam LVL 1.9E Microllam LVL design properties based on ICC ES ESR-1387,Reissued 1 Dec.2012. Nailnote Nail Schedule:0.131"x3",min.nails Member Rows @__"o.c.(Each Row) Repeat nailing as each layer is applied.Use equal spacing between rows and stagger nails in each row to avoid splitting. '"`Warning:Fastening of plies required— Special Loads -----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) From 8 plf at 0.00 to 8 plf at 24.25 BC- 966 Ib Conc.Load at 2.15 BC- 929 Ib Conc.Load at 4.15,6.15,8.15,10.15 12.15,14.15,14.98,16.98,18.98,20.98,22.98 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Additional Notes WARNING!Mid-panel deflections excessive Framing member has vertical deflection of 0.86"due to live load and 0.52"due to dead load.Creep increase factor for dead load is 1.50. The overall height of this truss excluding overhang is 1-4-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCS]1-03,should be used in conjunction with the architectural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. eAPVEX 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 BRIGHTON Ply:1 SEAN:17589 f T57/SY42 BRIGHTON Qty: 1 FROM: DRW: F01A Wgt:102.2 lbs I ... 07/20/15 7'10"8 9'1"12 17'1"12 7'10"8 1'3"4 8' 2'6" (T'P) q g C p E 1114FX5 =G 8 11145 1112 T X4=4X8 1112X4 =3X4 =4X4 V i 10'1"2 =4X5 =4X8 1112X4 1112X4 =4X8 0 N M L K J 3X8 17'1"12 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PsF) Defl/CSl Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.297 L 682 360 0 966 /- /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.464 L 437 270 J 1172 /- /_ /_ /_ /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.042 J - - O Min Brg Width Req= - Des Ld: 55.00 EXP:NA HORZ(TL):0.066 J J Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing J Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.392 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.755 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.645 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA It FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 0 0 E-F 0 -3311 I:NA GCpi:NA Plate Type(s): B-C 0-2964 F-G 0 -3306 Wind Duration:NA WAVE VIEW Ver:15.01.00.0226.12 C-D 0-2964 G-H 0 -48 Lumber End Vertical Attachment D-E 0-3489 Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical Maximum Bot Chord Forces Per Ply(Ibs) Top chord 4x2 SP M-3032 4x2 SP#2: using(3)qty.10d box or( "min)gun nails,or x2 SP M-30 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire Chords Tens.Comp. Chords Tens. Comp. Bot chord 4 Webs 4x2 x2#3 staples,through wide face;or(3)qty.16-Gauge,1" O-N 1812 0 L-K 3489 0 Crown(minimum),1-1/2"length wire staples on each N-M 3488 0 K-J 2070 0 Lumber value set"138"uses design values narrow face. approved 1/30/2013 by ALSC M-L 3489 0 Additional Notes Special Loads +2x6 continuous strongback.See detail Maximum Web Forces Per Ply(lbs) ----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) STRBRIBR1014 for bracing and bridging Webs Tens.Comp. Webs Tens. Comp. TC-From 100 plf at 0.00 to 100 plf at 17.02 recommendations. A-0 0 -109 E-K 230 586 BC-From 10 plf at 0.00 to 10 plf at 17.15 Truss must be installed as shown with top chord up. TC- 88 Ib Conc.Load at 12.54,14.54,16.54 O-B 0-1995 F-K 0 -433 The overall height of this truss excluding overhang is B-N 1274 0 K-G 1354 0 Purlins 1-4-0. C-N 0 -285 G-J 0 -2225 In lieu of structural panels or rigid ceiling use purlins N-D 0 -796 H-J 0 -393 to laterally brace chords as follows: D-M 136 -101 J-1 180 0 Chord Spacing(in oc) Start(ft) End(ft) L-E 123 -113 TC 24 0.00 16.90 BC 120 0.00 16.90 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others Camber Max JT VERT DEFL:LL:0.30"DU 0.21".See detail DEFLCAMB1014 for camber recommendations. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer APE X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 BRIGHTON Ply:1 SEAN:17598/T39/SY42 BRIGHTON Qty: 7 FROM: DRW: F03 Wgt:105.0lbs ! ... 07/20/15 9191, 1 0.9.. 18,9„ 9,9„ 1' 8. �—2.6.. 1.9.. (TYP) 1112X4 =4X8 1112X4 =3X4 1112X4 =3X4 1112X4 =4X8 1112X4 T 88 Q 3 v L10'1"2 =4X8 =3X3 1112X4 =4X8 P O N M L K 3X8 =3X8 18'9" i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LQ: 0.345 E 634 360 In 1019 /_ /_ /_ /_ /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TQ: 0.540 E 405 291 K 1019 /- /- / / /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.042 K - - P Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.066 K K Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings P&K Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.320 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.479 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.665 Chords Tens.Comp. Chords Tens.Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A_B 1 0 E-F 0 -3740 I:NA GCpi:NA Plate Type(s): B-C 0-3082 F-G 0 -3073 Wind Duration:NA WAVE VIEW Ver:15.01.00.0226.12 C-D 0-3082 G-H 0 -3073 Lumber Additional Notes D-E 0-3739 H-1 1 0 Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail STRBRIBR1014 for bracing and bridging Maximum Bot Chord Forces Per Ply(lbs) Top chord 4x2 SP M-31 recommendations. Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP M-31 Webs 4x2 SP#3 Truss must be installed as shown with top chord up. P-0 1819 0 M-L 3738 0 Lumber value set"136"uses design values The overall height of this truss excluding overhang is O-N 3696 0 L-K 1816 0 approved 1/30/2013 by ALSC 1-4-0. N-M 3740 0 Purlins Maximum Web Forces Per Ply(lbs) In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp. to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) Q-P 0 -10 M-F 129 66 TC 24 0.13 18.37 A-P 0 -107 F-L 0 -887 BC 120 0.13 18.37 P-B 0-2021 G-L 0 -276 Apply purlins to any chords above or below fillers B-0 1397 0 L-H 1389 0 at 24"OC unless shown otherwise above. C-0 0 -248 H-K 0 -2018 O-D 0 -678 I-K 0 -107 Camber D-N 400 -262 K-J 0 -10 Max JT VERT DEFL:LL:0.34"DL:0.23".See detail N-E 67 -136 DEFLCAMB1014 for camber recommendations. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCS]1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAPVEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 BRIGHTON Ply:1 SEQN:17599/T34/SY42 BRIGHTON Qty: 8 FROM: DRW: F04 Wgt:182.0lbs / ... 07/20/15 10'4"8 12'1" 22'5"8 10'4"8 1'8"8 10'4"8 2-6" (TYP) W=3X4 =4X4 =5X5 =4X4 =4X4 =4X4 W=3X4 =5X5 AB A B C D E F G H I J K LM T 8 .1"2 =6X8 =5X5 W=H0310 1114X5 1114X5 W=H0310 =5X5 =6X8 AA Z Y X W V U T S R Q P O N 1114X5 =4X4 =4X4 1114X5 22'5"8 j Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.321 U 820 360 AA 1223 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.502 U 524 351 N 1223 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.039 N - - AA Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.061 N N Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings AA&N Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.174 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.391 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.197 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 0-1262 G-H 0 -5811 1:NA GCpi:NA Plate Type(s): B-C 0-3429 H-1 0 -5811 Wind Duration:NA WAVE,HS VIEW Ver:15.01.00.0226.12 C-D 0-4935 I-J 0 -4935 Lumber Additional Notes D-E 0-4935 J-K 0 -3429 E-F 0-5811 K-L 0 -1262 Top chord 4x2 SP M-31 +2x6 continuous strongback.See detail F-G 0-6075 Bot chord 4x2 SP M-31 STRBRIBR1014 for bracing and bridging Webs 4x2 SP M-31 recommendations. TMaximum Bot Chord Forces Per Ply(lbs) Truss must be installed as shown with top chord up. Plating Notes Chords Tens.Comp. Chords Tens. Comp. plates are 5X7 except as noted. The overall height of this truss excluding overhang is All P1-4-0. AA-Z 14 0 T-S 6074 0 Z-Y 2501 0 S-R 5522 0 Purlins Y-X 4322 0 R-Q 5522 0 In lieu of structural panels or rigid ceiling use purlins X-W 5522 0 Q-P 4322 0 to laterally brace chords as follows: W-V 5522 0 P-0 2501 0 Chord Spaclng(in oc) Start(ft) End(ft) V-U 6074 0 O-N 14 0 TC 24 0.13 22.08 U-T 6075 0 BC 120 0.13 22.08 Apply pudins to any chords above or below fillers at 24'OC unless shown otherwise above. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Camber Max JT VERT DEFL:LL:0.32"DL:0.21".See detail AB-AA - 7 -23 T-G 229 -206 DEFLCAMB1014 for camber recommendations. A-AA 0-1200 G-S 134 681 A-Z 1652 0 S-1 558 0 End Vertical Attachment Z-B 0-1640 I-Q 0 -776 Attach notched end vertical(s)to next end vertical B-Y 1228 0 Q-J 8110 using(3)qty.10d box or(0.1 28"x3"min)gun nails,or Y-C 0-1182 J-P 0 -1182 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire C-X 811 0 P-K 1228 0 staples,through wide face,or(3)qty.16-Gauge,1" X-E 0 -776 K-0 0 -1640 Crown(minimum),1-1/2"length wire staples on each E-V 558 0 O-L 1652 0 narrow face. V-F 134 -681 L-N 0 -1200 F-U 229 -206 N-M 7 -23 NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 BRIGHTON Ply:1 SEAN:17601 I T361 SY42 BRIGHTON Qty: 1 FROM: DRW: F06 Wgt:58.81 I ... 07/20/15 5'3" 7'6"5 1 10'4"13 5'3" 2'3"5 2'10"8 2,6" (n'P) 1111 X3 =46X5 III 11X3 =33X4 1111X3 T T F -18 118 10'1"2 3X4 =-3X3 III 1X3 I H G -3X8 10'4"13 7 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.199 C 611 360 J 558 /- /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.353 C 345 240 G 573 /- /- /- /- /7.8 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.041 B - - J Min Brg Width Req= - Des Ld: 55.00 EXP:NA HORZ(TL): 0.072 B G Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing G Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.654 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.569 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.329 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 0 0 C-D 0 -1075 I:NA GCpi:NA Plate Type(s): B-C 0-1070 D-E 1 0 Wind Duration:NA WAVE VIEW Ver:15.01.00.0226.12 Lumber Additional Notes Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/1/2013) See detail STRBRIBR1014 for bracing and bridging Top chord 4x2 SP M-30 recommendations. J-1 923 o H-G 1069 0 Bot chord 4x2 SP M-30 Truss must be installed as shown with top chord up. I-H 1075 0 Webs 4x2 SP#3 The overall height of this truss excluding overhang is Lumber value set"1313"uses design values 1-4-0. Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Purlins A-J 0 -98 H-D 144 0 In lieu of structural panels or rigid ceiling use purlins J-13 0-1016 D-G 0 -1189 to laterally brace chords as follows: B-1 316 0 E-G 34 -97 Chord Spacing(in oc) Start(ft) End(ft) I-C 37 -102 G-F 1 -10 TC 24 0.00 10.15 BC 120 0.00 10.15 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers I Ties (J)Hanger Support Required,by others End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face,or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer fAPVEX Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 BRIGHTON Ply:1 SEQN:17603/T44/SY42 BRIGHTON Qty: 1 FROM: DRW: F08 Wgt:43.4lbs / ... 07/20/15 2'10"8 6113 7'10"13 2'10"8 2'3"5 { 2'9" _I �—2'6" (NP) 1111X3 =3BX4 --3X4III 1pX3 T -8 lr r 10'1"2 1111X3 III 1X3 =3X4 H G F E 4X5 7'10"13 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.057 F 999 360 H 436 /- /- /- /- /7.8 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.106 F 864 240 E 421 / - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.015 B - - H Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.028 B E Min Brg Width Req= - NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing H Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.461 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.406 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.197 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1 0 C-D 0 0 I:NA GCpi:NA Plate Type(s): B-C 0 -641 Wind Duration:NA WAVE VIEW Ver:15.01.00.0226.12 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Value Set:138(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 42 SP#2 H-G 640 0 F-E 640 0 Bot chord 4x2 SP#2 G-F 641 0 Webs 4x2 SP#3 Lumber value set"138"uses design values Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Purlins I-H 0 -10 F-C 80 -20 In lieu of structural panels or rigid ceiling use purlins A-H 0 -115 C-E 0 -705 to laterally brace chords as follows: H-B 0 -712 D-E 0 -119 Chord Spacing(in oc) Start(ft) End(ft) B-G 83 -12 TC 24 0.13 7.77 BC 92 0.13 7.77 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers I Ties (J)Hanger Support Required,by others End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each narrow face. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-4-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 fAPEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 BRIGHTON Ply:1 SEAN:17605/T47/SY42 BRIGHTON Qty: 1 FROM: DRW: F10 Wgt:60.2 lbs I ... 07/20115 5'4"8 1 7'51 10'3"9 5'4"8 2'0"9 12'10"8 �—2'6" .I (NP) 1111X3 =36X4 11111X3 =33X4 1111X3 T sa K F v 1 10,1„2 =3X3 1111X3 4X5 I H =3X86 10'3"9 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pr in PSF) Defl/CSI Criteria ♦Maximum Reactions fibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R IU /Rw /Rh /RL 1W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.173 C 678 360 J 554 /- /- /- /- /7.8 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.309 C 380 240 G 554 /- / /- /- /7.8 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.037 B - - J Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.066 B G Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearings J&G Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.599 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.837 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.309 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1 0 C-D 0 -1009 I:NA GCpi:NA Plate Type(s): B-C 0-1005 D-E 1 0 Wind Duration:NA WAVE VIEW Ver:15.01.00.0226.12 Lumber Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/1/2013) Top chord 4x2 SP M-30 J-1 859 0 H-G 1004 0 Bot chord 4x2 SP#2 I-H 1009 0 Webs 4x2 SP#3 Lumber value set"1313"uses design values Maximum Web Forces Per Ply(lbs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Purlins K-J 0 -10 H-D 123 0 In lieu of structural panels or rigid ceiling use purlins A-J 0 -97 D-G 0 -1116 to laterally brace chords as follows: J-B 0 -955 E-G 29 100 Chord Spacing(in oc) Start(ft) End(ft) B-1 301 0 G-F 1 -10 TC 24 0.13 9.92 I-C 42 -92 BC 118 0.13 9.92 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face,or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each narrow face. Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-4-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer fAPEX Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 BRIGHTON Ply:1 SEQN:17575,T32/SY42 BRIGHTON Qty: 6 FROM: DRW: F12 Wgt:23.81bs / ... 07/20/15 =3X3 1111X3 =3X3 A B C T Li 1G 1 10'1"2 1 1112X4 3X4 1111X3 F" f- 10"--J---2' �-----2'10" - Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def11CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R IU /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.003 F 999 101 E 388 /33 /321 /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.009 F 999 101 D 88 /96 /16 /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.002 A - - E Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):-0.005 A D Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing E Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.180 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.081 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.042 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 137 -8 B-C 137 -8 I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE i VIEW Ver:15.01.00.0226.12 Maximum Bot Chord Forces Per Ply(Ibs) Lumber End Vertical Attachment Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical F-E 1 1 E-D 0 0 To chord 4x2 SP#2 using(3)qty.10d box or(0.128"x3"min)gun nails,or P (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire Bot chord 4x2 SP#2 Maximum Web Forces Per Ply(lbs) Webs 4x2 SP#3 staples,through wide face;or(3)qty. Caples on 1' Crown(minimum),1-1/2"length wire staples on each Webs Tens.Comp. Webs Tens. Comp. Lumber value set"13B"uses design values narrow face. F-A 8 -8 B-E 94 -179 approved 1/30/2013 by ALSC Additional Notes G-F 5 -5 E-C 10 -166 Special LoadsA-E 13 -224 C-D 121 -80 Provide uplift connections at bearings as indicated. ---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) UPLIFT (LB): 34 96 TC-From 54 plf at 0.12 to 54 plf at 2.83 BRG.LOC(FT): 0.83 2.58 BC-From 10 plf at 0.00 to 10 plf at 2.83 Truss designed for 130.00 mph wind,15.00 ft mean height TC- 166 Ib Conc.Load at 0.12 with dead load of 4.20 psf(Top)and 3.00 psf(Bottom). Enclosed building(SBC) Purlins Truss must be installed as shown with top chord up. In lieu of structural panels or rigid ceiling use purlins The overall height of this truss excluding overhang is to laterally brace chords as follows: 1-4-0. Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 2.71 BC 34 -0.12 2.71 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others (J)Hanger Support Required,by others Wind Left cantilever is exposed to wind NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer rAP X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 BRIGHTON Ply:3 SEQN:17629/T29 I COMN BRIGHTON Qty: 1 FROM: DRW: FG01 Wgt:478.8lb, / ... 07/20/15 r 20"11 + 2'0"15 T 4'1"1 + 310"3 13'10"31 4'1,11 + 20213 I 2'0"14 E,r 6X6(Rt) 12 85X5 Z1Z5X5 6 p Zo�n y5X5 C W5 C'$45X5 3X4")B H' 3U4(P) -4X8 C5 C�) ))=4X8(C5) O10'1"2 �� 1112X4 =4X5 =H1010 =4X5 111X3 I�1'8"2 3'11"15 4'1"11 4'1"11 1 3'11"15 2'3"13 _ 7'11"13 + 12'1"8 r 16'3"3 20'3"l 22'6"14 �' 18"2 2'3"13 i _� r 3,11.,15'1 24.3^ Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.176 L 999 284 O 13164/201 /354 /- /106 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.428 L 664 284 1 13164/201 /354 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.053 J - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL):0.128 J O Min Big Width Req= 4.8 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 1 Min Brg Width Req= 4.8 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.764 Bearings O&I Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.580 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.660 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 it FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 141 -8004 E-F 108 -5089 Wind Duration:1.60 WAVE,HS VIEW Ver:15.01.00.0226.12 B-C 134-7669 F-G 120 -6634 Lumber Purlins C-D 120-6634 G-H 134 -7670 D-E 108-5089 H-1 141 -8004 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Top chord 2x4 SP M-31 Chord Spacing(in oc) Start(ft) End(ft) Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x6 SP SS Dense TC 24 -0.12 24.13 Chords Tens-Comp. Chords Tens. Comp. Webs 2x4 SP#3:W5 2x4 SP#2: BC 120 0.17 23.83 Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Apply purlins to any chords above or below fillers A-N 6791 -104 L-K 5620 -86 Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' at 24"OC unless shown otherwise above. N-M 6794 -104 K-J 6794 -104 Lumber value set"1313"uses design values M-L 5620 -86 J-1 6791 -104 approved 1/30/2013 by ALSC Wind Nailnote Wind loads based on MWFRS with additional C&C Maximum Web Forces Per Ply(lbs) member design. Webs Tens.Comp. Webs Tens. Comp. Nail Schedule:0.13 1"x3",min.nails Top Chord:1 Row @ 2.25"o.c. Additional Notes N-C 10 -78 L-F 48 -2022 Bot Chord:1 Row @12.00"o.c. The overall height of this truss excluding overhang is C-M 38-1341 F-K 626 -8 Webs :1 Row @ 4"o.c. 6�3 M-D 626 -8 K-G 38 -1341 Repeat nailing as each layer is applied.Use equal D-L 48-2022 G-J 11 -78 spacing between rows and stagger nails in each row E-L 2918 -59 to avoid splitting. 4"o.c.spacing of nails perpendicular and parallel to grain required in area over bearings greater than 4" Special Loads ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 1076 pIf at 0.00 tol076 pIf at 12.13 TC-From 1076 plf at 12.13 to1076 pIf at 24.25 BC-From 10 plf at 0.00 to 10 plf at 12.13 BC-From 10 plf at 12.13 to 10 plf at 24.25 Plating Notes (")2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Plates sized for a minimum of 4.00 sq.in./piece. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 A P VEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 BRIGHTON Ply:1 SEAN:17581/T45/SY42 BRIGHTON Qty: 1 FROM: DRW: FGE01 Wgt:70.0lbs / ... 07/20/15 1'2"12 1'2„8'i 1'2"8 f' 1'2"8 f' 1'2"8 1'2„$ 1,2"8 1,2"8 1,2„$ A B C D E F G H I J 3.,8 V K v 10'1"2 1112X4 T S R Q P O N M 1112X4 12'4”12 -I 12'4”12 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,P ♦Maximum Reactions lbs,or.=PLFf in FSF) Defl/CSI Criteria (lbs), TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 J 999 360 U' 108 /- /- /- /- /148 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 J 999 240 U Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 J - - Bearing U Fcperp=565psi. Des Ld: 55.00 EXP:NA HORZ(TL):-0.000 J NCBCLL: 10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(lbs) Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.194 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.033 A-B 0 0 F-G 0 0 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.034 B-C 0 0 G-H 0 0 C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: C-D 0 0 H-1 0 0 I:NA GCpi:NA Plate Type(s): D-E 0 0 1-1 0 0 Wind Duration:NA WAVE VIEW Ver:15.01.00.0226.12 E-F 0 0 Lumber End Vertical Attachment Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical Maximum Bot Chord Forces Per Ply(lbs) using(3)qty.10d box or(0.128"x3"min)gun nails,or Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 SP#3 15-Gauge,7/16"Crown,2-1/2"length wire (5)qt y' g U-T 0 0 P-0 0 0 Bot chord 4x2 SP#3 Webs 4x2 SP#3 staples,through wide face;or(3)qty.16-Gauge,1" T-S 0 0 O-N 0 0 Crown(minimum),1-1/2"length wire staples on each S-R 0 0 N-M 0 0 Lumber value set '138”uses design values narrow face. approved 1/30/2013 by ALSC R-Q 0 0 M-L 0 0 Q 0 0 Bracing Sheathing is required for any longitudinal(drag) Maximum Web Forces Per Ply(Ibs) forces.All connections to be designed by the building Webs Tens.Comp. Webs Tens. Comp. designer. V-U o -9 J-L 0 -57 Fasten rated sheathing to one face of this frame. A-U 0 -56 L-K 0 -9 Plating Notes All plates are 1X3 except as noted. Maximum Gable Forces Per Ply(Ibs) Gables Tens.Comp. Gables Tens. Comp. Plates sized for a minimum of 4.00 sq.in./piece. B-T 0 -146 F-P 0 -133 Purlins C-S 0 -131 G-O 0 -134 In lieu of structural panels or rigid ceiling use purlins D-R 0 -134 H-N 0 -130 to laterally brace chords as follows: E-Q 0 -133 1-M 0 -147 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.25 12.15 BC 120 0.25 12.15 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-4-0 NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer APEX Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No 71457 BRIGHTON Ply:1 SEAN:17618/T43/SY42 BRIGHTON Qty: 1 FROM: DRW: FGE03 Wgt:61.6lbs / ... 07/20/15 1'2"8 ' �' 1'2"8—� 1'2"8—{ 1'2"8—{�—1'2"8—{�'1'2"8—��—1'2"8—�� 1i!�-] A B C D E F G H I T 8T "v 101 2 1112X4 R Q P O N M L 1112X4 10'8"12 10'8"12 _I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL 1W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 1 999 360 S' 108 /- /- /- /- /128 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 1 999 240 S Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 B - - Bearing S Fcperp=565psi. Des Ld: 55.00 EXP:NA HORZ(TL):0.001 B - - NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(Ibs) Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.189 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.033 A-B 0 0 E-F 0 0 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.031 B-C 0 0 F-G 0 0 C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: C-D 0 0 G-H 0 0 I:NA GCpi:NA Plate Type(s): D-E 0 0 H-1 0 0 Wind Duration:NA WAVE VIEW Ver:15.01.00.0226.12 Lumber Additional Notes Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/1/2013) Truss must be installed as shown with top chord up. Top chord 4x2 SP#3 The overall height of this truss excluding overhang is S-R 0 0 O-N 0 0 Bot chord 4x2 SP#3 1-4-0. R-Q 0 0 N-M 0 0 Webs 4x2 SP#3 Q-P 0 0 M-L 0 0 Lumber value set"1313"uses design values P-0 0 0 L-K 0 0 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Bracing Webs Tens.Comp. Webs Tens. Comp. Sheathing is required for any longitudinal(drag) forces.All connections to be designed by the building T-S 0 -9 I-K 0 -41 designer. A-S 0 -56 K-J 0 -8 Fasten rated sheathing to one face of this frame. Maximum Gable Forces Per Ply(Ibs) Plating Notes Gables Tens.Comp. Gables Tens. Comp. All plates are 1X3 except as noted. B-R 0 -146 F-N 0 -133 Purlins C-Q 0 -131 G-M 0 -135 D-P 0 -134 H-L 0 -127 In lieu of structural panels or rigid ceiling use purlins E-0 0 -133 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.13 10.35 BC 120 0.13 10.35 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 A P VEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 BRIGHTON Ply:1 SEAN:17620/T33/SY42 BRIGHTON Qty: 1 FROM: DRW: FGE05 Wgt:64.4lbs / ... 07/20/15 1 2„8'i�' 1 2„$'i�' 1'2„$'i�' 1'2"8'i�' 1'2"8 1,2„$ F' 1'2"8 F` 1'2"8 1� A B C D E F G H I J T3i'8 V K 101 2 1112X4 T S R Q P O N M 1112X4 11'9"11 -1 11'9"11 -1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Lac R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 360 U' 108 /- /- /- /- /141 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 240 U Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 J - - Bearing U Fcperp=565psi. Des Ld: 55.00 EXP:NA HORZ(TL): 0.001 J - - NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(Ibs) Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.189 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.034 A-B 0 0 F-G 0 0 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.032 B-C 0 0 G-H 0 0 C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: C-D 0 0 H-1 0 0 1:NA GCpi:NA Plate Type(s): D-E 0 0 I-J 0 0 Wind Duration:NA WAVE I VIEW Ver:15.01.00.0226.12 E-F 0 0 Lumber Additional Notes Value Set:13B(Effective 6/1/2013) Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 SP#3 The overall height of this truss excluding overhang is Bot chord 4x2 SP#3 1-4-0. U-T 0 0 P-0 0 0 Webs 4x2SP#3 T-S 0 0 O-N 0 0 Lumber value set"13B"uses design values S-R 0 0 N-M 0 0 approved 1/30/2013 by ALSC R-Q 0 0 M-L 0 0 Q-P 0 0 Bracing Sheathing is required for any longitudinal(drag) Maximum Web Forces Per Ply(Ibs) forces.All connections to be designed by the building Webs Tens.Comp. Webs Tens. Comp. designer. Fasten rated sheathing to one face of this frame. V-U 0 -9 J-L 0 27 A-U 0 -56 L-K 0 -8 Plating Notes All plates are 1X3 except as noted. Maximum Gable Forces Per Ply(Ibs) Gables Tens.Comp. Gables Tens. Comp. Purlins B-T 0 -146 F-P 0 -134 In lieu of structural panels or rigid ceiling use purlins C-S 0 -131 G-0 0 -132 to laterally brace chords as follows: D-R 0 -134 H-N 0 -137 Chord Spacing(in oc) Start(ft) End(ft) E-Q 0 -133 1-M 0 -114 TC 24 0.13 11.43 BC 120 0.13 11.43 Apply purlins to any chords above or below fillers at 24”OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2”length wire staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer APE6X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 BRIGHTON Ply:1 SEQN:17622/T50/SY42 BRIGHTON Qty: 1 FROM: DRW: FGE07 Wgt:39.2lbs / ... 07/20/15 5"9 �--1'2"8 1'2"8 17"8--{ 1,2"8 F —d A B C D E F T Ws G 'v 1 10'1"2 M L K J I H III 2X4 III 2X4 6'3"9 6'3"9 -I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefI/CSI Criteria ♦Maximum Reactions(lbs), F TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh IRL RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 360 M` 106 /- /- / / /75.6 BCU-: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 240 M Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 F - - Bearing M Fcperp=565psi. Des Ld: 55.00 EXP:NA HORZ(TL): 0.001 F - - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(Ibs) Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.190 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.034 A-B 0 0 D-E 0 0 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.032 B-C 0 0 E-F 0 0 C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: C-D 0 0 I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE IVIEW Ver:15.01.00.0226.12 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Additional Notes Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/1/2013) Truss must be installed as shown with top chord up. M-L 0 0 J-1 0 0 Top chord 4x2 SP#3 The overall height of this truss excluding overhang is L-K 0 0 1-H 0 0 Bot chord 4x2 SP#3 1-4-0. K-J 0 0 Webs 4x2 SP#3 Lumber value set"1313"uses design values Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Bracing N-M 0 -9 F-H 0 -15 Sheathing is required for any longitudinal(drag) A-M 0 -56 H-G 0 -8 forces.All connections to be designed by the building designer. Maximum Gable Forces Per Ply(Ibs) Fasten rated sheathing to one face of this frame. Gables Tens.Comp. Gables Tens. Comp. B-L 0 -146 D-J 0 -139 Plating Notes C-K 0 -130 E-1 0 -109 All plates are 1X3 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.13 5.92 BC 70 0.13 5.92 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer APE X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray LIM PE No.60839 PE No.58544 PE No.71457 BRIGHTON Ply:1 SEQN:17565/T2/GABL BRIGHTON Qty: 1 FROM: DRW: GE01 Wgt:282.8 lbs Page 1 of 2 .. / ... 07/20/15 ___3 314 8 1� 1..'11 14'10"8 30'10' U'8 368 2 ;, 19, z'I�§"r3 13.0•,9 20'10'8 + 26'10'8 28'8"t221"1 In34'td'8110 3h 9'109�r'—"1� 1'4"7 2' 3'1"t3 6X6 J L 120SX5 r' 1 M%5X5 6 H 2X 4 (a) AG rJ 12X4 12X4 /3X8F 14Ap P>l3X8 _ E AQ Q 112X4 112X4 _ �3X8 D 12X 1yq( R'13X8 34X5(C5) SCt-4X5(C5 ,2 L AT U .s 5(C5)O C AJ M AR AS AV S SC2 g4X5(CS)e T ffi A U217" S AH AG AF AE ADAC AB AA Z Y-4X5 X w v 92X4 12X4 12X4 ;4X5 12X4 -3X8 12X4 12X4 12X4 41'9" 2' 22'.y. Ti.d'4 10'8 6' 6' 10"6 3'10'4 2' 2' 4'10"8 1'4" +6'108'10"8 1—21 1"3 4'0'8 20'10'8 Z6'10'8 7'1.3„ 3710'8 34'19'836'10r8 41'9" '14" 2'9'0'4 (NNL) (NNL) �3.4„8—{ [--3.4..8--1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.021 L 999 240 B* 96 /349 /737 /- /227 /183 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.048 L 999 180 AA'99 /339 /724 /- /- /173 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.008 L - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL):-0.020 L B Min Brg Width Req= - NCBCLL:10.00 Mean Height:26.66 ft Code/Misc Criteria Creep Factor:1.5 AA Min Big Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.624 Bearings B&AA Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.622 Spacing:24.0” MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.295 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:4.17 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 35 0 K-L 321 -286 Wind Duration:1.60 WAVE VIEW Ver:15.01.00.0226.12 B-C 255 -259 L-M 224 -237 Lumber Wind C-D 121 -35 M-N 162 -46 D-E 68 -84 N-O 135 -56 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C E-F 71 -70 O-P 129 -73 Top chord 2x4 SP#3 member design. F-G 123 -60 P-Q 73 -50 Bot chord 2x4 SP#3 G-H 128 -56 Q-R 53 -65 Webs 2x4 SP#3 Additional Notes H-I 159 -49 R-S 126 -26 :Stack Chord SC1 2x4 SP#2: See DWGS A14030ENC101014&GBLLETIN1014 for :Stack Chord SC2 2x4 SP#2: gable wind bracing requirements. I-J 221 -220 S-T 259 259 J-K 327 -289 T-U 35 0 Lumber value set"1313"uses design values Stacked top chord must NOT be notched or cut in approved 1/30/2013 by ALSC area(NNL).Dropped top chord braced at 24"o.c. Maximum Bot Chord Forces Per Ply(lbs) intervals.Attach stacked top chord(SC)to dropped Bracing top chord in notchable area using 3x4 tie-plates 24" Chords Tens.Comp. Chords Tens. Comp. (a)Continuous lateral restraint equally spaced on o.c.Center plate on stacked/dropped chord B-AH 167 -72 AB-AA 220 -58 member. interface,plate length perpendicular to chord length. AH-AG 159 69 AA-Z 220 58 Splice top chord in notchable area using 3x6. Platin Notes The overall height of this truss excluding overhang is AG-AF 159 -69 Z-Y 220 -58 9 AF-AE 159 -69 Y-X 157 -55 All plates are 3X3 except as noted. 10-5-12. AE-AD 227 -106 X-W 157 -55 Plates sized for a minimum of 4.00 sq.in./piece. AD-AC 220 -119 W-V 157 -55 AC-AB 220 -119 V-T 165 -65 Purlins In lieu of structural panels or rigid ceiling use purlins Maximum Web Forces Per Ply(Ibs) to laterally brace chords as follows: Webs Tens.Comp. Webs Tens. Comp. Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.31 43.06 D-AI 82 -47 AB-AP 198 -5 BC 75 0.29 41.46 AG-AJ 25 -30 L-AQ 255 -245 Apply purlins to any chords above or below fillers AJ-AK 84 -50 AQ-M 216 -10 at 24"OC unless shown otherwise above. AF-AL 173 -218 Y-AR 83 -19 AL-AM 83 -46 AR-AS 74 -14 Loading AM-AE 88 -52 AS-X 160 -198 Truss designed to support 8"maximum gable end I-AN 228 -21 AT-AU 79 -17 overhang. AN-J 290 -297 AU-W 31 -38 AO-AB 219 -15 AV-R 73 -15 Maximum Gable Forces Per Ply(Ibs) NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 BRIGHTON Ply:1 SEQN:17518/T4 I GABL BRIGHTON Qty: 1 FROM: DRW: GE02 1U Wgt:291.2 lbs Page 1 of 2 / ... 07/20/15 ('-;;°i, 8'10=t 110; "6 '�,";0"d6 2_2 1'10 6I_ �§ �1 1 j 16.10?18•t0"�820'f 0",822'7o'p24•f0 Az6•t0",B'o- 32'2.15_ 352" Ors• , 1'10 1'10' -1"1 r 2'T 2' 1-2' r 2' 2', 3'67 2'11"1 6T =6X6 M L N K O J P 12 5X5 1 O 15X5 6 H 122X4 %3X8 o3X8F C' Al 12X4 (a) AP 82X4 R E (a) a AJ AO S%3X8 4X5(CS)6 D F XI (All a) SCI C O AM AN s4X5(D1) x55(CS) (a) _-4A5 1 T �21T AD AC AB AA Z y a X W v u 12X4 112X4 =4X5 112X4 41'9" 4'108 2' 5'10'4 _i 1'3J7 2' 4' 6'10"8 1'3" 6'3.8 6'5'4 f'T 4.108 �6-1�� 12'8.12 174110 16'10 20'10"8 2T9• 29'04 35'3.12 41.9• "8 (NNL) �-3'4.8-� Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Detl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Lldefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.175 O 999 346 B* 146 /478 /884 /- /215 /163 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.385 O 899 346 T 829 /179 /396 !- /- /5-5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.051 K - AD /199 Des Ld: 32.00 EXP:B HORZ(TL): 0.099 K Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:26.66 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.693 T Min Brg Width Req= 1.5 Soffit: 2.00 P g Bearings B&T Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.884 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.915 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:4.17 It FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:15.01.00.0226.12 A-B 350 K-L 389 -376 Lumber Additional Notes B-C 423 -346 L-M 387 -321 C-D 333 -178 M-N 366 -315 Value Set:13B(Effective 6/1/2013) See DWGS A14030ENC101014&GBLLETIN1014 for D-E 648 -389 N-0 366 -370 Top chord 2x4 SP#2 gable wind bracing requirements. E-F 633 -330 O-P 330 -386 Bot chord 2x4 SP#2 Stacked top chord must NOT be notched or cut in F-G 622 -299 P-Q 329 -443 Webs 2x4 SP#3 area(NNL).Dropped top chord braced at 24"o.c. G-H 655 -296 Q-R 558 -981 :Stack Chord SC1 2x4 SP#2: intervals.Attach stacked top chord(SC)to dropped H-1 700 -287 R-S 544 -1055 Lumber value set"1313"uses design values top chord in notchable area using 3x4 tie-plates 24" I_J 329 -426 S-T 795 -1604 approved 1/30/2013 by ALSC o.c.Center plate on stacked/dropped chord J K 344 _382 interface,plate length perpendicular to chord length. Bracing Splice top chord in notchable area using 3x6. Maximum Bot Chord Forces Per Ply(Ibs) The overall height of this truss excluding overhang is (a)Continuous lateral restraint equally spaced on 10-5-12. Chords Tens.Comp. Chords Tens. Comp. member. B-AD 219 -254 Y-X 433 -514 Plating Notes AD-AC 217 -258 X-W 862 -269 All plates are 3X3 except as noted. AC-AB 217 -257 W-V 862 -269 AB-AA 433 -514 V-U 1395 -613 Plates sized for a minimum of 4.00 sq.in./piece. AA-Z 433 -514 U-T 1399 -613 Purlins Z-Y 433 -514 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Maximum Web Forces Per Ply(Ibs) Chord Spacing(in oc) Start(ft) End(ft) Webs Tens.Comp. Webs Tens. Comp. TC 24 -1.31 41.60 BC 75 0.29 41.75 D-AE 265 -347 AL-AM 1035 432 Apply purlins to any chords above or below fillers AC-AF 196 -246 AM-X 1042 -429 at 24"OC unless shown otherwise above. AF-AG 252 -342 X-AN 458 -732 AG-AH 266 -346 AWAO 453 -729 Loading AH-AB 268 -350 AO-AP 404 -684 Truss designed to support 8"maximum gable end I-Al 1057 -443 AP-Q 426 -701 overhang. Z-AJ 27 -25 V-S 413 -580 AJ-AK 1070 -455 S-U 215 -23 Wind Y-AL 91 -70 Wind loads based on MWFRS with additional C&C member design. Maximum Gable Forces Per Ply(Ibs) NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer APE X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 BRIGHTON Ply:1 SEAN:17631/T5/GABL BRIGHTON Qty: 1 FROM: DRW: GE03 Wgt:272.3 Itis I Page 1 of 2 / ... 07/20/15 3'8'8 15'8'12 19715 21'8'8 28'85 1~10'1 11--471 3.x.13-, 1'10'7 5'e'B Te'8 9'8'8 11'8'8 13'8'8, TT8'8 }9'�8 23'6'12 28'T 11-j7� f T Z.--F T t' T .("� 2!-1� f� 1I^ice 1.~10'7 ('-5X5 12 6 P F N 12)(4 12X4 E 5C1`4D� ) J 0SX58 K\5X5 A n M4 12X4 12X4 AI 12X4 NI N%3X4 b b 12X4 O P%5X5 W1 12X4 y AO AV .3X C5)._(C5 AM 12X4 AT U(a) W 5C2 8 �4 AG pp�� AC AB AA Z�Y X W V U T 12X4 12X4 12X4 28.7' 1 11'8 1'8'8 T 2 T T 7 14 7 7 7 d'178 1'4� 8 2, 5'8'8 TB'8 9'8'8 11'8'8 13'8'8 17 117d 198'8 21'8'8 23'8'8 28'T r 3.8'8 1 (NNL) (NNL) I-34'8---I I-3'4'8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or.=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.139 AA 999 270 AG-167 1347 /426 /- /317 /77.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.277 AA 976 270 R 958 /292 /466 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.039 G - - AE /106 Des Ld: 32.00 EXP:B HORZ(TL): 0.077 G Wind reactions based on MWFRS NMean Height:26.66 ft Code I Misc Criteria Creep Factor:1.5 AG Min Brg Width Req= Soffit: 10.00 g R Min Big Width Req= 1.5 Sooffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.460 Bearings AG&R Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.989 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.598 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:15.01.00.0226.12 A-13 35 0 J-K 354 503 B-C 192 -424 K-L 640 -1060 Lumber Wind B-D 112 -30 L-M 612 -1078 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C C-D 226 -456 M-N 607 -1096 Top chord 2x4 SP#2 member design. D-E 325 -443 N-0 571 -1107 Bot chord 2x4 SP#2 Left end vertical exposed to wind pressure. E-F 371 -433 O-P 557 -1149 Webs 2x4 SP#3:W1 2x6 SP#2: Deflection meets L/240 criteria for brittle and flexible F-G 448 -454 P-Q 883 -1734 :Stack Chord SC1 2x4 SP#2: wall coverings. G-H 445 -422 Q-R 874 -1775 :Stack Chord SC2 2x4 SP#2: H-1 414 -446 R-S 35 0 Lumber value set"'I 3B"uses design values Additional Notes I-J 374 -461 approved 1/30/2013 by ALSC Stacked top chord must NOT be notched or cut in area(NNL).Dropped top chord braced at 24"o.c. Maximum Bot Chord Forces Per Ply(lbs) Bracing intervals.Attach stacked top chord(SC)to dropped Chords Tens.Comp. Chords Tens. Comp. (a)Continuous lateral restraint equally spaced on top chord in notchable area using 3x4 tie-plates 24" p member. o.c.Center plate on stacked/dropped chord AG-AF 346 -165 Z-Y 949 -224 interface,plate length perpendicular to chord length. AF-AE 346 -165 Y-X 949 224 Plating Notes Splice top chord in notchable area using 3x6. AE-AD 346 -165 X-W 1556 -651 All plates are 3X3 except as noted. The overall height of this truss excluding overhang is AD-AC 345 -165 W-V 1555 -651 (")1 plate(s)require special positioning.Refer to 10-5-12. AC-AB 949 -224 V-U 1555 -651 scaled plate plot details for special positioning AB-AA 949 -224 U-T 1555 -651 requirements. AA-Z 949 -224 T-R 1559 -652 Plates sized for a minimum of 4.00 sq.in./piece. Maximum Web Forces Per Ply(lbs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins B-AG 410 -651 1-AQ 74 -80 to laterally brace chords as follows: B-AH 493 -246 AQ-AR 419 -700 Chord Spacing(in oc) Start(ft) End(ft) AH-C 94 -77 AR-Z 46 -40 TC 24 -1.31 29.89 BC 109 0.00 28.29 AI-AJ 100 -91 AS- 9 40 Apply purins to any chords above or below fillers A -E 142 -98 K-X 400 -225 500 -248 AS-K 429 -719 at 24"OC unless shown otherwise above. AJ-E AE-AK 113 -73 X-AT 436 -616 AK-AL 463 -228 AT-W 63 -69 AL-F 155 -159 AU-L 42 -32 AD-AM 195 -241 AU-AV 441 -625 NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer rAP X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 BRIGHTON Ply:1 SEQN:17547/T17/GABL BRIGHTON Qty: 1 FROM: DRW: GE04 Wgt:247.8 lbs Page 1 of 2 / ... 07/20/15 374 774 9'7 13'78 17'78 1 10,12 271P1 26'1" 11-4.6' 2~-I 1.1 1t 174 z~-I r79 1'174 1114 14 5u78 X0'1) 1174 14'171 18'7 1�21'0'8 J 24'3'2 11--y.14� 1•a 11i74� 1"1 2.z l I�.4.6� K,5X5 ,4X8 \4X8 M = 03X4R 4X10 N\3X4 12 /4XBG 0\4X8 9 F P 04X8 2X4AH .5X7 AO 0\4X8 3X4 D S N A0 R ,33X8(E5) �3XB(ES)g SC C AF @ZX 502 e�lo AU �21'T AE AD AC AB AA Z V X w V 2X4 11'4"8 3'78 3'174 71"12 7 ,1'0'8, 7 7112 3'174 3'78 1'C8J 3'78 6'10'12 9'7H 11'0'8 "12' 1578 1 3'7 2 17'0'8 1974 23'0'8 1�271t 50"8 i (NNL) (NNL) 3'4'8-� l--3'4'8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.045 X 999 313 B 961 /273 /458 /- /248 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.106 X 999 313 T 961 /273 /458 I- /- /5.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.021 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL): O.G54 I - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:26.49 ft Code/Misc Criteria Creep Factor:1.5 T Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.176 Bearings B&T Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.412 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.207 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 42 0 K-L 223 -432 Wind Duration:1.60 WAVE VIEW Ver:15.01.00.0226.12 B-C 241 -830 L-M 399 -864 Lumber Additional Notes B-D 138 -472 M-N 360 -870 C-D 241 -830 N-0 354 -903 Value Set:13B(Effective 6/1/2013) See DWGS A14030ENC101014&GBLLETIN1014 for D-E 383-1237 O-P 394 -1088 Top chord 2x4 SP#2 gable wind bracing requirements. E-F 364-1132 P-Q 364 -1132 Bot chord 2x4 SP#2 Stacked top chord must NOT be notched or cut in F-G 394-1088 Q-R 381 -1237 Webs 2x4 SP#3 area(NNL).Dropped top chord braced at 24"o.c. G-H 355 -903 R-S 240 -830 :Stack Chord SC1 2x4 SP#2: intervals.Attach stacked top chord(SC)to dropped H-1 360 -870 R-T 139 -472 :Stack Chord SC2 2x4 SP#2: top chord in notchable area using 3x4 tie-plates 24" I-J 400 -864 S-T 240 -830 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' o.c.Center plate on stacked/dropped chord J-K 223 _432 T-U 42 0 :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' interface,plate length perpendicular to chord length. Lumber value set"138"uses design values Splice top chord in notchable area using 3x6. approved 1/30/2013 by ALSC The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(Ibs) 10-1-10. Chords Tens.Comp. Chords Tens. Comp. Plating Notes B-AE 1022 -233 Z-Y 661 -19 All plates are 3X3 except as noted. AE-AD 1021 -233 Y-X 853 -130 Plates sized for a minimum of 4.00 sq.in./piece. AD-AC 853 -130 X-W 853 -130 AC-AB 853 -130 W-V 1021 -233 Purlins AB-AA 661 -19 V-T 1022 -233 In lieu of structural panels or rigid ceiling use purlins AA-Z 661 -19 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) Maximum Web Forces Per Ply(Ibs) TC 24 -1.29 27.37 Webs Tens.Comp. Webs Tens. Comp. BC 120 0.00 26.08 Apply purlins to any chords above or below fillers E-AF 113 -181 AK-L 237 -409 at 24"OC unless shown otherwise above. AF-AD 128 -198 AK-AM 72 -81 G-AG 177 -303 AL-Z 33 -14 Loading AC-AH 33 -25 AL-Y 76 -61 Truss designed to support 8"maximum gable end AH-AB 186 -325 AL-AN 51 -46 overhang. AB-AL 76 -64 Y-AO 186 -325 AI-AK 72 -81 AO-X 33 -25 Wind AJ-AL 51 -46 AP-O 176 -303 Wind loads based on MWFRS with additional C&C J-AK 237 -409 W-AQ 127 -198 member design. K-AK 390 -226 AQ-Q 112 -181 NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAPE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 BRIGHTON Ply:1 SEQN:17548/T28/GABL BRIGHTON Qty: 1 FROM: DRW: GE05 Wgt:137.21bs I / ... 07/20/15 4'1"824'3' 1�10� 6'1"8 8'1"8 10'1'8 12'1"8 14'1"8 16'1"8 18'1"8 20'1'8 22'4"9 1'109 2' 2' 2' 2' 2' 2' 22' H�5X5 G 1 12 F 6 E x VX3 CD D L 113X3 D SC7 f4m ( cs) Mm4 5)a2X4(C5) =2X4(C5)B N SC2O 10'1'2 T A X w v u -T S F2 133X3 113X3 24'3' 1'4.8 4'1"8 2' 2' 2' 2' 2' 2' 2' 2' 1'4"8 8'1"8 10'1"8 12'1"8 141"8 16'1"8 18'1'8 20'1'8 24'3' (NNL) (NNL) j—3'4"8 F�3'4"8------ Loading �Loading Criteria(psf) WindCriteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loo Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.007 C 999 284 B= 72 /227 /681 /- /128 /291 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.015 C 999 284 Wind reactions based on MWFRS BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.003 C - - B Min Brg Width Req= - Des Ld: 32.00 EXP:B HORZ(TL): 0.006 C Bearing B is a rigid surface. NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.201 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.105 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.086 A-B 35 0 H-1 202 -10 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: B-C 124 -172 I-J 152 -14 GCpi:0.18 Plate Type(s): C-D 61 -43 J-K 105 -23 Wind Duration:1.60 WAVE VIEW Ver:15.01.00.0226.12 D-E 65 -17 K-L 65 -35 -57 Lumber Additional Notes F-G 152 -5 M N 124 -172 Value Set:13B(Effective 6/1/2013) See DWGS A14015ENC101014&GBLLETIN1014 for G-H 202 -10 N-0 35 0 Top chord 2x4 SP#3 gable wind bracing requirements. Bot chord 2x4 SP#3 Stacked top chord must NOT be notched or cut in Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 area(NNL).Dropped top chord braced at 24"o.c. Chords Tens.Comp. Chords Tens. Comp. :Stack Chord SC1 2x4 SP#2: intervals.Attach stacked top chord(SC)to dropped :Stack Chord SC2 2x4 SP#2: top chord in notchable area using 3x4 tie-plates 24" B-X 157 -72 T-S 168 -26 value set"13B"uses design values o.c.Center plate on stacked/dropped chord X-W 163 -74 S-R 166 -25 Lumber approved s 013 13 ALSC interface,plate length perpendicular to chord length. W_V 165 75 R-Q 165 23 Splice top chord in notchable area using 3x6. V-U 166 -76 Q-P 163 -21 Plating Notes The overall height of this truss excluding overhang is U-T 168 -76 P-N 157 -20 All plates are 2X4 except as noted. 6-1-4. Plates sized for a minimum of 4.00 sq.in./piece. Maximum Gable Forces Per Ply(Ibs) Gables Tens.Comp. Gables Tens. Comp. Purlins D-X 189 -160 S-I 158 -125 In lieu of structural panels or rigid ceiling use purlins E_W 74 -94 R-J 91 -111 to laterally brace chords as follows: F-V 91 _111 Q-K 74 -94 Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.31 25.56 G-U 158 -125 P-L 189 160 BC 75 0.29 23.96 H-T 0 -119 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer APEX Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 BRIGHTON Ply:1 SEAN:17568/T53/GABL BRIGHTON Qty: 1 FROM: DRW: GE07 Wgt:165.91bs / ... 07/20/15 ENase sae erre ++os +2+r 1'+va 2T'1 1'T' 25" 2]"i +'+a'1 .3%4F G ey(I 2 9� E �+ oG �xxr�3xe scz�3xe �axr .) 0) •) a) Nx L211 �ax5 o.a+� v�zxa o�zxr Nezxe .a su w� 77x21• 2+"+2 z z 2nz z1 77x fYz za7x I rsre I acre I e5re I 1p F r rr+• (NNl) NNQ ,or'=PLF lbs Loading Criteria(psf) Wind Criteria Snow Criteria(Fg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs), TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.005 F 999 240 R' 66 /303 /342 /- /282 /154 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.006 F 999 180 Wind reactions based on MWFRS BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.014 H - - R Min Brg Width Req= - Des Ld: 32.00 EXP:B HORZ(TL):0.020 D Bearing R is a rigid surface. NCBCLL:10.00 Mean Height:30.35 ft Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.103 Maximum Top Chord Forces Per Ply(lbs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.099 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.317 A-C 123 -63 G-H 230 -50 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: C-D 97 -36 H-1 152 -62 GCpi:0.18 Plate Type(s): D-E 160 -36 I-J 82 -62 Wind Duration:1.60 WAVE VIEW Ver:15 01 00 0226 12 E-F 217 -37 J-K 118 -89 Lumber Additional Notes F-G 196 -32 Value Set:13B(Effective 6/1/2013) See DWG GBLLETIN1014 for gable wind bracing Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 requirements. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Stacked top chord must NOT be notched or cut in Webs 2x4 SP#3:M1,M7 2x6 SP#2: area(NNL).Dropped top chord braced at 24"O.C. R-Q 157 -121 O-N 281 -209 :Stack Chord SC1 2x4 SP#2: intervals.Attach stacked top chord(SC)to dropped Q-P 280 -209 N-M 280 -210 :Stack Chord SC2 2x4 SP#2: top chord in notchable area using 3x4 tie-plates 24" P-0 280 -209 M-L 370 -363 Lumber value set"13B"uses design values o.c.Center plate on stacked/dropped chord approved 1/30/2013 by ALSC interface,plate length perpendicular to chord length. Splice top chord in notchable area using 3x6. Maximum Web Forces Per Ply(Ibs) Bracing The overall height of this truss excluding overhang is Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced on 10-5-12. B-Q 401 -281 M-K 510 -307 member. Maximum Gable Forces Per Ply(Ibs) Plating Notes Gables Tens.Comp. Gables Tens. Comp. All plates are 3X3 except as noted. B-R 295 -276 N-H 170 -116 Plates sized for a minimum of 4.00 sq.in./piece. Q-D 221 -128 I-M 201 -128 E-P 115 -117 K-L 328 -400 Purlins O-G 20 -114 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 12.92 BC 120 0.00 12.92 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets U240 criteria for brittle and flexible wall coverings. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer �APEX Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 BRIGHTON Ply:1 SEAN:17550/T14/JACK BRIGHTON Qty: 2 FROM: DRW: J01 Wgt:5.6Itis / ... 07/20/15 12 g � C 2X4(A1) 22'1"15 B ~ 0 4 21'7" A D 1' 1'4"8 1� Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions Ibs TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Lldefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 191 /52 /122 /- /32 15.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 5 /13 /10 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 D C -34 /30 /23 /- /- /1.5 Des Ld: 32.00 EXP:B HORZ(TL):-0.001 D Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:21.86 ft Code/Mise Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.330 D Min Brg Width Req= Soffit: 2.00 p C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.046 Bearing B Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE i VIEW Ver:15.01.00.0226.12 A-B 35 0 B-C 37 -29 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#3 Chords Tens.Comp. Bot chord 2x4 SP#3 B-D 0 0 Lumber value set"1 3B"uses design values approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.31 1.00 BC 10 0.15 1.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 0-10-7. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer APE X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 BRIGHTON Ply:1 SEQN:17552/T12/JACK BRIGHTON Qty: 2 FROM: DRW: J03 Wgt:18.2lbs / ... 07/20/15 C 24'115 12 6 r` o_ (V M 2X4(A1) g 21'7" A D 5' 1'4"8 5 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 261 /50 /142 /- /98 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 67 /- /26 /- /- 11.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.004 D C 114 /62 /53 /- / /1.5 EXP:B HORZ(TL): 0.008 D Wind reactions based on MWFRS Des Ld: 32.00 B Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:22.86 ft Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= - Soffit 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.474 C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.317 Bearing B Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.00.0226.12 q-B 35 0 B-C 51 -74 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#3 Chords Tens.Comp. Bot chord 2x4 SP#3 B-D 0 0 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in/piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.31 5.00 BC 58 0.15 5.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 2-10-7 NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer rPE Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 BRIGHTON Ply:1 SEQN:17554/T1/COMN BRIGHTON Qty: 11 FROM: DRW: T01 Wgt:210.0lbs / ... 07/20/15 7'7"15 14'3"7 20'10"8 27'5"9 32'10'7 r34'OJ10 41'9" 7,715 -}F 67"8 6'7"1 67"1 T 5'4 14 ,12'2 7 8 6 E=6X6 o,5X5 D F$5X5 12 6 3X8 � o (a) GG � 5 5XC (a) (a) H 12X4 3X8(B1) 5X5(A2)B 37 A H031 0 N M L K J I7'4" 10'54 3'6"12 6'10"8 6'10"8 3'6"12 10'5"4 10'5"4 14' 20'70"8 27'9" 31'3"12 41'9" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R I U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.237 L 999 497 B 1637 /352 /662 /- /218 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.423 L 999 497 1 1559 /327 /607 /- /- /5.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.085 J - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL): 0.151 J B Min Brg Width Req= 1.9 NCBCLL:10.00 Mean Height:26.83 ft Code/Misc Criteria Creep Factor:1.5 1 Min Brg Width Req= 1.8 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.790 Bearings B&I Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.989 MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.628 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:4.17 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 35 0 E-F 957 -1938 Wind Duration:1.60 WAVE,HS VIEW Ver:15.01.00.0226.12 B-C 1201 -2957 F-G 1228 -2711 1182-Z726 H -2742 Lumber Additional Notes D-E 948-9 9 H- 152 -2976 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Top chord 2x4 SP#2 10-9-11. Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP M-30 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 B-N 2560 -944 L-K 2121 -702 Lumber value set"1313"uses design values aN-M 2116 -708 K-J 2121 -702 approved 1/30/2013 by ALSC M-L 2116 -708 J-I 2580 -985 Bracing (a)Continuous lateral restraint equally spaced on Maximum Web Forces Per Ply(Ibs) member. Webs Tens.Comp. Webs Tens. Comp. Plating Notes C-N 288 -334 L-F 421 -697 N-D 543 -194 F-J 560 -234 Plates sized for a minimum of 4.00 sq.in./piece. D-L 418 -690 J-H 321 -346 Purlins E-L 1293 -529 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.31 41.75 BC 119 0.15 41.60 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer rAP X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 BRIGHTON TWgt: ySEQN:17556/T3/COMN BRIGHTONty: 1 FROM: DRW: T03 172.91bs / ... 07/20/15 7 g g 14'3"9 20'11"l 28'.T 78.,6 6.7..1 6,7„6 7.7"15 Ci 5X5(R l) 12 6 D 5X5 y 4X8 S A (a) o E a 5X5 (a) W1 F=4X4(Al) =5X7 =3X4 =4X5 � I H K 1 3X8 6'10•'8 3,6..12 1054 11 4'1d 14'7" 18112 28.7.. Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Ptin PSF) DeflICSI Criteria ♦Maximum Reactions(Ibs)Loc R /U /Rw /Rh /RL /W TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.064 H 999 341 K 1011 /136 1401 /- 1323 /5-5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.124 H 999 341 F 1020 /141 1480 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.028 C - - Wind reactions based on MWFRS EXP:B HORZ(TL): 0.054 C K Min Brg Width Req= 1.5 Des Ld: 32.00 F Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:26.83 ft Code 1 Misc Criteria Creep Factor:1.5 Bearings K&F Fcperp=565psi. Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.832 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.528 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0” MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.517 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): A-B 35 0 D-E 427 -1370 Wind Duration:1.60 WAVE VIB-C 292 -672 E-F 429 -1606 EW Ver:15.01.00.0226.12 C-D 318 -666 F-G 35 0 Lumber Additional Notes Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 10-9-11 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP M-30 Webs 2x4 SP#3:W1 2x6 SP#2: K-J 276 -167 -H 935 -103 935 -103 H-F 1360 -253 Lumber value set"13B"uses design values J-I approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Bracing Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced on g-K 383 -983 J-D 236 -627 member. B-J 696 -198 D-H 478 -98 C-J 251 -56 H-E 182 -361 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.31 29.89 BC 120 0.00 28.44 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U240 criteria for brittle and flexible wall coverings. NOTES: 1.This drawing is not sufficient alone for installation Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2 Bus ness No.7547 4745 Sutton Pak Cois a fictitious name urt,Su to 4Jax 02,Jacksonvilex llle,IFL 321224a 904,821,5200 Florida Engineer APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No 60839 PE No.58544 PE No.71457 BRIGHTONPly:1 SEAN:17557/T110/HIPM BRIGHTON Qty: 1 FROM: �DRW.T05 Wgt:57.4lbs ... 07/20/15 6,3„14 g' 11'6"11 6'3"14 2'8"1 2'6"11 5X7 D 1113X4 E v.2X4 C 12 6 F-7- r b � rn =2X4(A1)B i21'7" A =4X5 11124 g i 2611 F—1'4"8 9' 11'6"11 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.337 G 406 240 B 469 /101 /243 /- /168 /5-5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.654 G 209 180 F 369 /131 1176 /- /- /- BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.173 D - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL): 0.335 D B Min Brg Width Req= 1.5 g NCBCLL: 10.00 Mean Height:23.86 ft Code I Misc Criteria Creep Factor:1.5 F Min Brg Width Req=Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.988 Bearing B Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.709 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.189 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:3.00 It FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): A-B 35 0 C-D 22 -150 Wind Duration:1.60 WAVE VIEW Ver:15.01.00.0226.12 B-C 77 -417 D-E 1 0 Lumber Wind Wind loads based on MWFRS with additional C&C Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2 member design. Bot chord 2x4 SP#2 Right end vertical not exposed to wind pressure. B-G 328 -178 G-F 0 0 Webs 2x4 SP#3 Lumber value set"13B"uses design values Additional Notes Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC The overall height of this truss excluding overhang is Webs Tens.Comp. Webs Tens. Comp. 4-10-7. C-G 273 -504 E-F 128 -249 Plating Notes D-G 320 -77 Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.31 11.56 BC 120 0.15 11.56 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers I Ties Recommended hanger connections are based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated.Refer to manufacturer publication for additional information. Bearing at location x=11'3"11 uses the following support conditions Bearing F (11'3"11,21'7")LUS26 Supporting Member:(2)2x6 SP SS Dense (4)0.148"x3"nails into supporting member, (3)0.148"x3"nails into supported member. NOTES: 1 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer rAP X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 BRIGHTON Ply:2 SEON:17572/T7/MONO BRIGHTON Qty: 1 FROM: DRW: T07 Wgt:128.8lbs / ... 07/20/15 5'6^g 10'9"5 g6„6 5'2"14 1113X3 C 12 6 t 08 B _ m 4X4(A1)A T 21'7 � E 1115X7 D 1114X8 10 5'4"10 5'4" 5'410 10'9"5 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L/# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.040 E 999 240 A 2598 /786 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.076 E 999 180 D 2995 /907 - BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.013 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL):-0.024 C A Min Brg Width Req= 1.5 9 NCBCLL: 10.00 Mean Height:24.65 ft Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req=Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.279 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.551 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.766 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): A-B 590 -1984 B-C 18 -30 Wind Duration:1.60 WAVE VIEW Ver:15.01.00.0226.12 Lumber Purlins Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Chords Tens.Comp. Chords Tens. Comp. To chord 2x4 SP#2 to laterally brace chords as follows: A-E 1751 -518 E-D 1703 -504 P Chord Spacing(in oc) Start(ft) End(ft) Bot chord 2x6 SP SS Dense TC 24 0.00 10.77 Webs 2x4 SP#3 BC 120 0.15 10.77 Maximum Web Forces Per Ply(Ibs) Lumber value set"136"uses design values Apply purlins to any chords above or below fillers Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. E-B 1619 -452 C-D 26 -28 Nailnote Hangers/Ties B-D 566 -1912 Nail Schedule:0.131"x3",min.nails Recommended hanger connections are based on Top Chord:1 Row @12.00"o.c. manufacturer tested capacities and calculations. Bot Chord:1 Row @ 5.25"o.c. Conditions may exist that require different Webs :1 Row @ 4"o.c. connections than indicated.Refer to manufacturer Use equal spacing between rows and stagger nails publication for additional information in each row to avoid splitting. Bearing at location x=10'6"5 uses the following Special Loads support conditions: Bearing D (10'6"5,217')HTU26-2 ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Supporting Member:(2)2x6 SP SS Dense TC-From 56 off at 0.00 to 56 plf at 706 (20)0.148"x3"nails into supporting TC-From 14 pIf at 7.06 to 14 plf at 10.77 member, BC-From 346 plf at 0.00 to 346 plf at 7.06 (14)0.148"x3"nails into supported BC-From 339 plf at 7.06 to 339 pIf at 10.77 member. BC-1079 Ib Conc.Load at 7.06 BC- 369 Ib Conc.Load at 9.06 Additional Notes The overall height of this truss excluding overhang is Plating Notes 5-9-1. Plates sized for a minimum of 4.00 sq.in./piece. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer rAP X Business No 7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No 71457 BRIGHTON Ply:1 SEAN:17559/T27 I COMN BRIGHTON Qty: 3 FROM: DRW: T09 Wgt:114.8lbs / ... 07/20/15 6'0"12 12'1"8 18'2"4 24,3„ 12 6'0"12 6,0"12 6712 D=5X5 12 6 '0.2X4 C E./2X4 N N P =4X4(A1 1 8 F=-4X4(Al) G10'1'2 A =4X5 =3X4 m4 J I 1'4"8 8,1„ 3,11„ 4,2„ 8,1„ 1,4„8 8,1„ 12' 162" 243" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.072 H 999 287 B 931 /117 /405 /- /129 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.134 H 999 287 F 932 /117 1405 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.028 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL):0.052 H B Min Big Width Req= 1.5 g NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.374 Bearings B&F Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.585 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.204 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): A-B 35 0 D-E 652 -1327 Wind Duration:1.60 WAVE VIEW Ver:15.01.00.0226.12 B-C 657 C-D 652-1326 F-G 03 E-F 63 1504 5 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 -J 1262 -471 I-H 864 -225 Webs 2x4 SP#3 J Lumber value set"1313"uses design values -I 864 -225 H-F 1283 479 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. Plates sized for a minimum of 4.00 sq.in./piece. C-J 259 -3o8 D-H 483 -196 J-D 481 -196 H-E 259 -308 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.31 25.56 BC 120 0.15 24.10 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 6-5-3. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer APE X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 BRIGHTON Ply:1 SEQN 17561/T26/VAL BRIGHTON Qty: 1 FROM: DRW: Vol Wgt:19.6lbs / ... 07/20/15 2'87 5'4"13 2'87 28"7 B=-4X4 T ,2 9 M O iv �2X4(D8R) C 30'0"3 E2X4(D8R) 5'4"13 1112X4 I r 2'87 2'87 2'87 5'4"13 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Den/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.002 D 999 240 A- 66 129 /136 /- /37 /64.8 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.004 D 999 180 Wind reactions based on MWFRS BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 D - - A Min Brg Width Req= - Des Ld: 32.00 EXP:B HORZ(TL):-0.002 D Bearing A Fcperp=565psi. NCBCLL: 10.00 Mean Height:31.20 ft Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.079 Maximum hords Tens.Comp.Chord Forces rdPer Ply(Ibs) Comp. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.056 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.033 A-B 82 -23 B-C 82 -23 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ve,.15.01.00.0226.12 Chords Tens.Comp. Chords Tens. Comp. Lumber A-D 55 -38 D-C 55 -38 Value Set:13B(Effective 611/2013) Top chord 2x4 SP#2 Maximum Web Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Webs Tens.Comp. Webs 2x4 SP#3 B-D 82 -172 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows. Chord Spacing(in oc) Start(fl) End(ft) TC 24 0.15 5.26 BC 65 0.00 5.40 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 2-0-13. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer rAP X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 BRIGHTON Ply:1 SEAN:17563/T24/VAL BRIGHTON Qty: 1 FROM: DRW: V03 Wgt:42.011 / ... 07/20/15 5'47 10'8"13 5'4"7 5'47 B=-5X5 12 9 ,n 0 A CC 0 t U a2X4(D8R) 280"3 � ( )r2X4 DSR 1112X410,8"13 5'4"7 5'4"7 5'47 10'8"13 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.014 D 999 240 A* 67 /68 /287 /- /79 /128 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.034 D 999 180 Wind reactions based on MWFRS BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.008 D - - A Min Brg Width Req= - Des Ld: 32.00 EXP:B HORZ(TL):-0.019 D Bearing A Fcperp=565psi. NCBCLL:10.00 Mean Height:30.20 ft Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.368 Maximum Top Chord Forces Per Ply(lbs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.288 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.150 A-B 280 -121 B-C 280 -121 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:15.01.00.0226.12 Chords Tens.Comp. Chords Tens. Comp. Lumber A-D 160 -165 D-C 160 -165 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Web Forces Per Ply(lbs) Bot chord 2x4 SP#2 Webs Tens.Comp. Webs 2x4 SP#3 B-D 232 -494 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -0.21 10.23 BC 75 -0.36 10.38 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 4-0-13. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer rAP X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 BRIGHTON Ply:1 SEQN:17565/T22/VAL BRIGHTON Qty: 1 FROM: DRW: Wgt:68.61bs / ... 07/20/15 V05 4'0"7 8'07 12'0"7 16'0"13 4.0"7 4' C=-5X5 12 9 113X3 B D 113X3 0 ,2X4(DIIR) E A rr 26'0"3 g 2X4(DSR) 1112X4 H IN2X4 —3X4 1132X4 i 16'0"13 4'0"7 4' 1'11"9 2'0"7 4'0"7 4'0"7 60"7 10' 12'0"7 16'0"13 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DetIICSI Criteria ♦Maximum Reactions(lbs),or'=PLFLoc R /U /Rw /Rh /RL /W TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.004 F 999 240 A* 87 /109 /438 /- 1122 /192 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.009 F 999 189 Wind reactions based on MWFRS BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.002 1 - - A Min Brg Width Req= - Des Ld: 32.00 EXP:B HORZ(TL):0.004 1 Bearing A F cperp=565psi. NCBCLL:10.00 Mean Height:29.20 ft Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.238 Mhximu Tens Compd ForcesChorPer Plensb Comp. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.121 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.131 A_g 87 74 C-D 96 -72 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: B-C 96 -72 D-E 96 83 GCpi:0.18 Plate Type(s): Wind Duration:1.60WAVE VIEW Ver:15.01.00.0226.12 Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Lumber Value Set:13B(Effective 6/1/2013) A-1 78 -62 G-F 87 -75 I-H 84 -68 F-E 83 -70 Top chord 2x4 SP#2 H-G 84 -68 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Lumber value set"1313"uses design values Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC B-1 182 -263 F-D 181 -263 Plating Notes C-H 0 -205 Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -0.21 15.57 BC 75 -0.36 15.71 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWG VAL160101014 for valley details. The overall height of this truss excluding overhang is 6-0-13. rshould : drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, be used in conjunction with the architectural plans during installation. ess No.754is a fictitious name owned 7 4745 S tton Pak Court,Sui a 4Jax 02,Jacksonvex viilllle,IFL 21224a 04 Corporation. Engineer rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 BRIGHTON Ply:1 SEAN:17567/T20/VAL BRIGHTON Qty: 1 FROM: DRW: V07 Wgt:100.8 lbs I ... 07/20/15 7 6'8"7 108"7 14'8"7 18'8"7 214"13 2'8"7 4' 4• 4 4 28"7 Dm5X5 ZA - IUX' 113X3 i G4(W) / 112X4 21'4'13 2.8.7 4' 3'3'9 87 4' 4' 2'8"7 2.8.7 6.8"7 10 0'8" 14'8"7 188"7 21'4'13 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.001 D 999 253 A' 67 /151 /589 /- /165 /256 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.003 C 999 253 Wind reactions based on MWFRS BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.002 E AMin idth si Des Ld: 32.00 EXP:B HORZ(TL): 0.004 E 9 A Fcperp P p=565psi. NCBCLL:10.00 Mean Height:28.20 ft Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.199 Maximum ximum To ords Tens.Comp.Chord Forces Per Ply Comp . Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.111 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.185 A-B 98 -131 D-E 147 -106 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: B-C 79 -90 E-F 76 -88 GCpi:0.18 Plate Type(s): C-D 147 -106 F-G 95 -128 Wind Duration:1.60 WAVE VIEW Ver:15.01.00.0226.12 Maximum Bot Chord Forces Per Ply(lbs) Lumber Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/1/2013) A-M 115 -76 J-I 116 -80 Top chord 2x4 SP#2 M-L 117 -81 I-H 114 -78 Bot chord 2x4 SP#2 L-K 118 -83 H-G 112 -73 Webs 2x4 SP#3 K-J 116 -80 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Py(lbs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. Plates sized for a minimum of 4.00 sq.in./piece. B-M 130 -184 I-E 185 -266 C-L 185 -266 H-F 130 -184 Purlins D-J 0 -161 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -0.21 20.90 BC 120 -0.36 21.05 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWG VAL160101014 for valley details. The overall height of this truss excluding overhang is 8-0-13. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2 Bus neTechnology s No.54is a fictitious name owned 7 4745 Sutton Pak Court,Sui a 4Jax 02,Jacksonville,lllFL 21224a 904.821.5200 Florida Engineer rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 BRIGHTON Ply:1 SEAN:17569/T18/VAL BRIGHTON Qty: 1 FROM: DRW: V09 Wgt:131.6Ibs .. / ... 07/20/15 5'4"7 B'S"5 9'4"7 13'4"7 17'4'7 8'3" 21'4"7 26'8"13 5'4"7 3'7'14 iT'2 4' 4' 1 '2 3'7'14 5'4"7 Ew5X5 ZA F 1113X3 G%3X4 (a) Fi 3X3 I%2X4)D8R) 2273 /2X4(DBR) If.1 2X4 112X4 -3X4 26'a"13 2X4 2X4 5.11.•7 4' 2T9 4' 4' S4 7 5.4••7 9'4"7 12' 17'4"7 21'4"7 26'813 4"7 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in'1596 Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.012 J 999 317 A= 87 /5`16 1740 /- /207 /320 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.027 J 999 317 Wind reactions based on MWFRS BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.006 J - - A Min Brg Width Req= - Des Ld: 32.00 EXP:B HORZ(TL):-0.012 J Bearing A Fcperp=565psi. NCBCLL:10.00 Mean Height:27.20 ft Code I Misc Criteria Creep Factor:1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.241 Maximum hords Tens Comp Chord Forces Per Plensb Comp. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.189 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.221 A-B 159 -149 E-F 172 -45 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: B-C 97 -62 F-G 114 -36 GCpi:0.18 Plate Type(s): C-D 114 -42 G-H 90 -56 Wind Duration:1.60 WAVE VIEW Ver:15.01.00.0226.12 D-E 172 -45 H-1 153 -149 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2 A-0 173 -124 L-K 180 -125 Bot chord 2x4 SP#2 O-N 178 -128 K-J 178 -123 Webs 2x4 SP#3 NM 180130 JI 173 119 Lumber value set"1313"uses design values 125 approved 1/30/2013 by ALSC M L 180 Bracing Maximum Web Forces Per Py(Ibs) (a)Continuous lateral restraint equally spaced on Webs Tens.Comp. Webs Tens. Comp. member. B-0 210 -270 K-F 202 -245 D-N 202 -245 J-H 210 -270 Plating Notes E-L 0 -256 Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -0.21 26.23 BC 75 -0.36 26.38 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWG VAL160101014 for valley details. The overall height of this truss excluding overhang is 10-0-13. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer rAP X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 NOTICE OF COMMENCEMENT 11 State of Tax Folio No. County ofV To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information Is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: _ 5hQx a T-e r&Ce- R/P Lc + (9 Address of property being improved: ?A4 19 `�SI-r�e;1� 10.1�1'I 1C 1�R0.� �L 3aa 33 General description of improvements: NLW Owner; ( 1 Address: Owner's interest in site of the impro ement: w e.W 5;iN le +^nt I1.1 Y1�fY12 Fee Simple Titleholder(if other than owner): Name; Contractor: AAti<Y12S O� �-�hC7t'tC10. Address: 1 20 U S(XN JOSe Gbki) �o.jW- 41e �. 3aa�3 Telephone No,: Fax No: Surety(if any) Address: Amount of Bond$ Telephone No; Fax No: Name and address of any person malting a loan for the construction of the improvements Name: Address: Phone No; Fax No: Name of person within the State of Florida,other than himself, designated by owner upon whom notices or other documents may be /� served: Name; 1zk\jQx- ,1CA2 +AcmQS Cnic Address: k aa7)tD_9aOI JUSL T3�yc1�. ISO,;Jac �Ot�VI� lle,.�'C. 32aa 3 Telephone No:q o4-G' 3,—1 cnS Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713,06(2)(b),Florida Statues, (Fill in at Owner's option) Name: Address: Telephone No; Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: Date: 7 Before me this. l S+ day of 015 in the County o1 Duval,State Doc#2015180304,OR BK 17259 Page 1435, Of Florida,has personally appeared 1�Y�t�rJ4-U 13r rarh tiJeV Number Pages:1 Notary Public at Large,State of Florida,County of Duval, Recorded 08/05/2015 at 03:33 PM, My commission expires: l l-2"IlD Ronnie Fussell CLERK CIRCUIT COURT DUVAL ersonally Known: or COUNTY Pro uce Identification: RECORDING$10.00 v` Poet Notar iblic State of Florida ;' 1: Amber Atteberry Al fumy Commission EE 850279 �'artry°` Expires 11/08/2016 i I..A JL.J►.JL.tAAArR.,