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Permit 1285 Lily St (vault folder) U.S.DEPARTME,,IT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Lmergency Management Agency Expires February 28. 2009 National Flood Insurance Program Important: Read the instructions on pages 1-8. SECTION A-PROPERTY INFORMATION j or Insurance Company Use Al. Building Owner's Name JOE DURANTE P91lcy Nymber Is iRF: A2. Building Street Address(including Apt.,Unit, Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NAiC Number 1285 LILY STREET City ATLANTIC BEACH State FL ZIP Code 32233 A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description, etc.) LOTS 1,2 AND 3,BLOCK 213,ATLANTIC BEACH SECTION"H",PLAT BOOK 18,PAGE 34,CURRENT PUBLIC RECORDS DUVAL COUNTY,FLORIDA A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat.30 20 00.4 Long.081 25 38.4 Horizontal Datum: ® NAD 1927 ❑ NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide A9. For a building with an attached garage,provide: a) Square footage of crawl space or enclosure(s) N/A sq ft a) Square footage of attached garage 536 sq ft b) No.of permanent flood openings in the crawl space or b) No.of permanent flood openings in the attached garage enclosure(s)walls within 1.0 foot above adjacent grade N/A walls within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N/A sq in c) Total net area of flood openings in A91 N/A sq in SECTION B -FLOOD INSURANCE RATE MAP(FIRM) INFORMATION 61.NFIP Community Name&Community Number B2.County Name B3.State CITY OF ATLANTIC BEACH,FLORIDA I DUVAL FL B4.Map/Panel Number B5.Suffix 86.FIRM Index B7.FIRM Panel B8. Flood B9.Base Flood Elevation(s)(Zone Date Effective/Revised Date Zone(s) AO,use base flood depth) 120075 0001 D 8/15/1989 8/15/1989 AE 6.0 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other(Describe) B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other(Describe) B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes ®No Designation Date ❑ CBRS ❑ OPA SECTION C -BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl, Building elevations are based on: ❑ Construction Drawings* ® Building Under Construction* ❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1430,V(with BFE),AR,AR/A,ARAE,AR/A1-A30,AR/AH,AR/AO. Complete Items C2.a-g below according to the building diagram specified in Item AT Benchmark Utilized Vertical Datum 1929 Conversion/Comments Check the measurement used. a) Top of bottom floor(including basement,crawl space,or enclosure floor)_ 8.7 ®feet ❑ meters(Puerto Rico only) b) Top of the next higher floor N.A ❑feet ❑ meters(Puerto Rico only) c) Bottom of the lowest horizontal structural member(V Zones only) N.A ❑feet ❑ meters(Puerto Rico only) d) Attached garage(top of slab) 7.6 ®feet ❑ meters(Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 8.1 ®feet ❑ meters(Puerto Rico only) (Describe type of equipment in Comments) f) Lowest adjacent(finished)grade(LAG) 7.0 ® feet ❑ meters(Puerto Rico only) g) Highest adjacent(finished)grade(HAG) 7.3 ® feet ❑ meters(Puerto Rico only) SECTION D -SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. l certify that the information on this Certificate represents my best efforts to interpret the data available. -- I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ❑ Check here if comments are provided on back of form. Certifier's Name H. B. Durden,Jr. License Number P.L.S.#4707 ij ti sm Title President Company Name Durden Surveying&Mapping, Inc. i Ad 15 Star Ro S ite 3 City Jacksonville State FI ZIP Code 32211 gi D e 5/1/2008 Telephone 904.724.5588 =EMA Form 81-31, February 2006 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance company Use: Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O. Route and Box No. Policy.Number. 1285 LILY STREET City ATLANTIC BEACH State FL ZIP Code 32233 CR SECTION Number SECTION D -SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments MACHINERY ELEVATION IS A WRAPAROUND PORCH,A/C LOCATION Signature Date 5/1/2008 ❑ Check here if attachments SECTION E -BUILDING ELEVATION INFO ATION(SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) IV For Zones AO and A(without BFE),complete Items E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B, and C. For Items E1-E4,use natural grade,if available. Check the measurement used. In Puerto Rico only,enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement, crawl space,or enclosure)is ❑ feet ❑ meters ❑ above or❑ below the HAG. b)Top of bottom floor(including basement,crawl space,or enclosure)is ❑ feet ❑ meters ❑ above or❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9(see page 8 of Instructions),the next higher floor (elevation C2.b in the diagrams)of the building is ❑feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage(top of slab)is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or❑ below the HAG. E5. Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A,.B,and E for Zone A(without a FEMA-issued or community-issued BFE) or Zone AO must sign here. The statements in Sections A, 8, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G-COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E), and G of this Elevation Certificate. Complete the applicable item(s)and sign below. Check the measurement used in Items G8.and G9. G1.❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2.❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3.❑ The following information(Items G4.-G9.)is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7.This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: _❑feet ❑ meters(PR)Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑ feet ❑ meters(PR)Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81-31, February 2006 Replaces all previous editions Building Photographs See Instructions for Item A6. For lnsuranca:Company;Usei; Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O. Route and Box No. Policy Number :! 1285 LILY STREET City ATLANTIC BEACH State FL ZIP Code 32233 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. FRONT VIEW LEFT VIEW 1 -� r tit `�•yr 3M i ,� +7� -A�M &AMam� un REAR VIEW RIGHT VIEW r i a I= City of Atlantic Beach Building Department Certificate of Occupancy This Certificate issued pursuant to the requirements of Section 110.2 of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Date: September 9, 2008 Contractor: E & R Enterprises Address: 1285 Lily Street, Atlantic Beach, Fl 32233 Construction Type: Residential Occupancy Class: Group 5-A Permit Number: 08-0202 MICHAEL GRIPFIN BUILDING OFFICIAL City of Atlantic Beach Building Department artment Certificate of Occupancy This Certificate issued pursuant to the requirements of Section 110.2 of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Date: September 9, 2008 Contractor: E & R Enterprises Address: 1285 Lily Street, Atlantic Beach, Fl 32233 Construction Type: Residential Occupancy Class: Group 5-A Permit Number: 08-0202 MICHAEL GRIPFIN BUILDING OFFICIAL U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency Expires February 28,2009 National Flood Insurance Program Important: Read the instructions on pages 1-8. SECTION A-PROPERTY INFORMATION FoF Irlsurgncs Corrj'pany Use Al. Building Owner's Name JOE DURANTE Rp4icy s�luml?er A2. Building Street Address(including Apt.,Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No. Cpmpahy.NAIC Number 1285 LILY STREET City ATLANTIC BEACH State FL ZIP Code 32233 A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description, etc.) LOTS 1,2 AND 3, BLOCK 213,ATLANTIC BEACH SECTION"H", PLAT BOOK 18,PAGE 34, CURRENT PUBLIC RECORDS DUVAL COUNTY,FLORIDA A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat.30 20 00.4 Long.081 25 38.4 Horizontal Datum: N NAD 1927 ❑ NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide A9. For a building with an attached garage,provide: a) Square footage of crawl space or enclosure(s) N/A sq ft a) Square footage of attached garage 536 sq ft b) No.of permanent flood openings in the crawl space or b) No.of permanent flood openings in the attached garage enclosure(s)walls within 1.0 foot above adjacent grade N/A walls within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N/A sq in c) Total net area of flood openings in A9.b N/A sq in SECTION B -FLOOD INSURANCE RATE MAP(FIRM) INFORMATION Bl.NFIP Community Name&Community Number B2.County Name B3. State CITY OF ATLANTIC BEACH,FLORIDA DUVAL FL B4.Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s)(Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 120075 0001 D 8/15/1989 8/15/1989 AE 6.0 1310. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑ FIS Profile N FIRM ❑ Community Determined ❑ Other(Describe) B11. Indicate elevation datum used for BFE in Item 89: N NGVD 1929 ❑ NAVD 1988 ❑ Other(Describe) B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes NNo Designation Date ❑ CBRS ❑ OPA SECTION C -BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings' N Building Under Construction` ❑ Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,ARAE,AR/A1-A30,AR/AH,AR/AO. Complete Items C2.a-g below according to the building diagram specified in Item A7. Benchmark Utilized Vertical Datum 1929 Conversion/Comments Check the measurement used. a) Top of bottom floor(including basement,crawl space,or enclosure floor)_ 8.7 N feet ❑ meters(Puerto Rico only) b) Top of the next higher floor N.A ❑feet ❑ meters(Puerto Rico only) c) Bottom of the lowest horizontal structural member(V Zones only) N.A ❑feet ❑ meters(Puerto Rico only) d) Attached garage(top of slab) 7.6 N feet ❑ meters(Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 8.1 ®feet ❑ meters(Puerto Rico only) (Describe type of equipment in Comments) f) Lowest adjacent(finished)grade(LAG) 7.0 N feet ❑ meters(Puerto Rico only) g) Highest adjacent(finished)grade(HAG) 7.3 N feet ❑ meters(Puerto Rico only) SECTION D -SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. l certify that the information on this Certificate represents my best efforts to interpret the data available. --"-- I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ❑ Check here if comments are provided on back of form. Certifier's Name H.B. Durden, Jr. License Number P.L.S.#4707 j"I E Title President Company Name Durden Surveying&Mapping, Inc. 1 Ad 15 Star Ro S ite 3 City Jacksonville State FI ZIP Code 32211 Si e 5/1/2008 Telephone 904.724.5588 FEMA Form 81-31, February 2006 See reverse side for continuation. Replaces all previous editions a' IMPORTANT: In these spaces, copy the corresponding information from Section A. For,Insurance Company Use: Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O. Route and Box No. Policy Number 1285 LILY STREET City ATLANTIC BEACH State FL ZIP Code 32233 Company,NAIC Number SECTION D -SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments MACHINERY ELEVATION IS A WRAP AROUND PORCH,A/C LOCATION Signature Date 5/1/2008 ❑ Check here if attachments SECTION E-BUILDING ELEVATION INFO ATION(SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE), complete Items E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B, and C. For Items E1-E4, use natural grade,if available. Check the measurement used. In Puerto Rico only,enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawl space,or enclosure)is ❑ feet ❑ meters ❑ above or❑ below the HAG. b)Top of bottom floor(including basement, crawl space,or enclosure)is ❑ feet ❑ meters ❑ above or❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9(see page 8 of Instructions),the next higher floor (elevation C2.b in the diagrams)of the building is ❑feet ❑ meters ❑above or ❑ below the HAG. E3. Attached garage(top of slab)is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE) or Zone AO must sign here. The statements in Sections A, B,and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B,C(or E), and G of this Elevation Certificate. Complete the applicable item(s)and sign below. Check the measurement used in Items G8.and G9. G1.❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information. (indicate the source and date of the elevation data in the Comments area below.) G2.❑ A community official completed Section E for a building located in Zone A(without a FEMA-Issued or community-issued BFE)or Zone AO. G3.❑ The following information(Items G4.-G9:)is provided for community floodplain management purposes. G4.Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7.This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: _❑feet ❑ meters(PR)Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑ feet ❑ meters(PR)Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81-31, February 2006 Replaces all previous editions >d r Building Photographs See Instructions for Item A6. For Insurance Company;Use: Building Street Address(including Apt., Unit,Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number 1285 LILY STREET City ATLANTIC BEACH State FL ZIP Code 32233 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. FRONT VIEW LEFT VIEW ` x ~ `4 h 1 y is p �4y � pp yr .5*tPi Y 1 1 2 ,WY REAR VIEW RIGHT VIEW 4A. 3. r E f q=< 11 ,A 3 A i a� ytlry Graham Shirley From: Jones, Mike Sent: Monday, September 08, 2008 4:46 PM To: Graham Shirley Cc: Griffin, Michael Subject: 1285 Lily St. Permit#08-202 Shirley,Joe Durante passed his final inspection, Certificate of Completion is approved. Thanks, Mike Jones. 1 r f'j..•r�,t�1,rJ��, �- is CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD =° =" ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00001507 Date 11/18/08 Property Address . . . . . . 1285 LILY ST Application type description FENCE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc install fnce between 1285 and 1217 lily st ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ DURANTE, JOE OWNER 1285 LILY STREET ATLANTIC BEACH FL 32233 ---------------------------------------------------------------------------- Permit FENCE PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 5/17/09 ---------------------------------------------------------------------------- Special Notes and Comments 42" high only allowed for a distance of 20 feet from front lot line *2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *ALL FENCES OR ENCLOSURES OF LAND SHALL BE SUBSTANTIALLY CONSTRUCTED. *SCHEDULE FINAL INSPECTION ONCE FENCE HAS BEEN COMPLETED. PERMIT AND APPROVED SURVEY MUST BE AVAILABLE FOR FINAL INSPECTION. *EMAIL INSPECTION REQUESTS TO BUILDING-DEPT@COAB.US ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. LILY STREET 50' RIGHT—UF—WAY SET 1/2" IRON PIPE N 01 ° 16 '00IA/" VV 170. 00' OURDEN L.B. #6696, 50.00' 50.00' e50.00 I I I I I I I I o I I N Fl w I I � A CA NI I I . � o V I : I I I I I X0.0050.00' Lo S 01 ' 16'00 E 170.00' o • z N r 50 FILE OPY ° C PYr FILEr r 0 0O O CEJ V lz IL r z o ici Q J c� City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road j �r Atlantic Beach,Florida 32233-5445 ,,. Phone(904)247-5826 • Fax(904)247-5845 �oj�ag? E-mail: building-dept@coab.us �r l/ City web-site: http://www.coab.us Date routed APPLICATION REVIEW AND TRACKING FORM Pro ert Address: $5 S T ' D ent review required Yes No p Y Build' Applicant: ,_ S e ,� ter'0.-r., e an ' oni Project: Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B 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: BUILDING .. •ZD PLANNING &ZONING12- / �,' � i©1'Y1 floe 1p7� 1li'I S Reviewed by: S. 4 Date: / PUBLIC UTILITIES Second Review: [Approved as revised. ❑Denied. Comments: PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: i~u CITY OF ATLANTIC BEACH Q_ 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 O V r `n OFFICE:(904)247-5826 a FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US BUILDING PERMIT APPLICATION DUVAL COUNTY 1) JOB ADDF3ESS Ali eS-eAco 411GALDESGRIPTIONF`..E r r u r [. .SGLASSQFV\IORK .sFsn i y Z I e ❑NEW BUILDING ❑DEMOLITION ESIDENTIAL LOT^BLOCK SUB DIVISION L.'>� ` [� ❑ADDITION ❑CONVERTING USE COMMERCIAL ❑ALTERATION ❑ACCESSORY BLDG. 6kfIRE SPR! Q t-R d'�- ♦ -T sGrN 12 ❑MOVE13 R ❑OTHERSP IC N C- El NO 11 N/A .. s h..n.. ... .;PROPERTY,OWNER rxs °t ,,. ' Y- t x CONTRACTO[t' S u ,r�: °'P.";t..fiu'ARGHIT,9 TWENGINEER. 9.NAME: f� +' 15.COMPANY NAME: 23.COMPANY NAME: 1 r� Zi 7r fir Ila V2. 16.NAME: 24.LICENSEE NAME: 10.ADDRESS: 17-STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: A� t ft�-t t` 5�,c,� ADDRESS: 26.ADDRESS: 32-2-33 11 OFFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE: 2D.FAX NO.: 27.OFFICE PHONE: 28.FAX NO.: 62-6-5-1 fo 13.CELL PHONE: 21.CELL PHONE: 29.CELL PHONE: 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS. � t_sz x FEESIMPLETITLE HOLDERu f t n' _ x t" 4 ii 7 BONDING COMPANY 4s _r`. Kl ur�+ MORTGAGE LENDERS ',s ,�ai,. V'r.�G,1 .tak IIF OTF'IEFt7}iAN OWNEFt� -, 7r gr:-�uC`�,A,'"",'>•:`a. >r.:r".;+1.t� t.:.�;:. F R-s7r;!:-S m .u3'x 'bK.,r:.S,F�,r:;,ar 5,.,.r4�. 31.NAME: 33.NAME: 35.NAME: 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months, or if constniction or work is suspended or abandoned for a period of six(6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT-I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof,until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. > k WARNING TO OWNER: +r YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDIN�*G, YOUR NOTICE OF COMMENCEMENT. n� t�2 fi v , SignI1�'K Date: /V/(� Signed: Date: Befo this�Q_day of'j�IOJ£MSa£!1 ,200-1�yn the county of Before me this day of 2007 in the county of Duval,State of Florida,has personally appeared Duval,State of Florida,has personally appeared herin by himself!herself and affirms that all statements and declarations are herin by himself f herself and affirms that all statements and declarations are true and accurate. true and accurate. Notary Public at Large,State of 'F%-CVL%5,county of L�. k.,%.V A L- Notary Public at Large,State of ,County of ❑Personally Known ❑Personally Known 130roduced Identification- CoS 3 %-F 003 L9%-k (Z-�N 5-4_0 ❑Produced Identification- Notary Signature: Notary Signature: lq'Iop MYSCUMMpSSIONtIDD643b6 EiTIRFS:February 25,2011 FI.Notary Dis cunt Assoc.Co. COAG FORM BLDG01:REVISED:1110120 I.S*3.NOTARY CITY OF ATLANTIC BEACH W n 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 08-11 I I ` I n OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPTGCOAB.US BUILDING PERMIT APPLICATION DUVAL COUNTY � tuJ. ADD ES$"' a z'� ,�,rx r 1_. r,>i ^ham u.•,# ,",,•i ...t .��..0 r,;�a 2 VA1U ,Q(g RKy,GMcY+f,1 r:;r":w,..�s 11949,"-U_WNDER LILY s 'r Alle5-2,,t-F,-t' e1 K Ft,; zrY BkUS %$ 17CTI1Rb�S',ri.a5= t�CLASSOFaWl7RK.�r� ,x}>,> .?u.,:,.+...a.. ,`, ...,..., _ _.TR. . a. I ❑NEW BUILDING ❑DEMOLITION PKRESIDENTIAL LOT-3 BLOCK Z SUB DIVISION 13ADDITION ❑CONVERTING USE 11 COMMERCIAL 4R7.`,IM8CRIPTION OFyYpR1G� _, .;.. r{n„s;; r.,yV. .r j. .yi,.. 13 ALTERATION 11 ACCESSORY BLDG. 8;FIRE-SPRINKLER;;ry,„, t, 13 YES reIS Q.Q� T�' N 12—8 y T 1117 N L/ ❑MOVER ❑OTHOERL I SP C Al L ❑NO E3 WA PROPERTYPWN_ERQ�' ,; r g .i'aY,.,. a CONTRACTOR'BO'' RM " w? . .'..ARCHITEGT.ENCa1NEER 9.NAME: 15.COMPANY NAME: 23.COMPANY NAME: 6se t.L y-Ao. 16.NAME: 24.LICENSEE NAME: 10,ADDRESS: 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: IIZ85 LILLY ST- Al TAl �� 1` r--�� 32-2-3 3 I 18.ADDRESS: 26.ADDRESS: l 11.OFFICE PHONE: 12 FAX NO.: 19.OFFICE PHONE: T. FAX NO.: 27.OFFICE PHONE: 28.FAX NO.: 13.CELL PHONE: 21.CELL PHONE: 29.CELL PHONE: 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: �s�r)k�'� FEF�SIMPLETITLEF�OLDER`�\ t � : ' * y xM '1BONDINGCOMPANY.4 3sa " 4y+ h r�rMORTGAGELENDER sr�1,1c.�.-l.,/r, OTNER7}WN OWfJ �µ ?-2 ,5.., a i r S':1._<� .h,.mx,. r.., :: IBM,, r'. �r .. r__.-, .,, .. 31.NAME: 33.NAME 35.NAME: 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a period of six(6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT-I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof,until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. **�k WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. v a: yrc.- r x. F 1F t"�elt .r a 54� k 1h as r,f�:R.2 R ct r ,r v 1 O ER or AGENfi � y CONTI�7�CTOR s# ti -r.. ..,, r,?.>:,:,..(IfAg",;. ,Power ofAttomeyorAgencyLetterRequired)t ,. *.".Mi, ,n..,,. ..:• .... .3 ( Y). _:- r>� ..... ... .. .. .. Sign I Date: /b/� Signed: Date: Befo this LQ_day of T!�)O'QE A ,200&the county of Before me this day of 2007 in the county of Duval,State of Florida,has personally appeared Duval,State of Florida,has personally appeared 50�. �•�ct.rk� herin by himself/herself and affirms that all statements and declarations are herin by himself/herself and affirms that all statements and declarations are true and accurate. true and accurate. Notary Public at large,State of ��-�O,lCounty of V-y A L Notary Public at Large,State of ,County of 11 Personally Known {� /ln �p 13 Personally Known I�roduced Identification- L.� S 3 01k`D' � ❑Produced Identification- Notary Signature: Notary Signature: ^Y' SUSAN SPEAKS GORMAN + MY COMMISSION#00643668 �5'sF EVIRES:February 25,2011 ati Fl.Notary Discount Assoc.Co. COAB FORM BLDG01:REVISED:1110/20 I.So3.NOTARY S City of Atlantic Beach APPLICATION NUMBER Building Department '�'* _ (To 6e assigned by the Building Department.) ss 800 Seminole Road rj r� Atlantic Beach,Florida 32233-5445 F+,, Phone (904)247-5826 Fax(9 247-645 3 j? E-mail: building-dept@coab.us "if Daterouted. City web-site: http://www.coab.us (j� APPLICATION REVIEW A: RACKING FORM Property Address: $J ��' �A, 5 T ent review required Yes No Build'Plan oni �-- Applicant: J S �- "�� 0.-r., Pub Project. Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B 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 PLANNING &ZONING _ Reviewed by: � Date: CTPUBLI E SecondReview: []Approvedas revised. ❑Denied. Comments: TY FIRE SERVICES Reviewed by: Date: Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: City of Atlantic Beach f' APPLICATION NUMBER rj r Building Department %247-5� : � (To be assigned by the Build ing,Department.) ` 800 Seminole Road Atlantic Beach, Florida 32233-5445 `Phone(904)247-5826 Fax(904) �a v �of31� E-mail: building-dept@coab.us � Date routed City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: P& ent review required Yes No BuiApplicant: J S e- v�.r'a.h�'f� Plan ' oni pp ,,Pub Project: Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B 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: 4'Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: PUBLIC WORKS Q PUBLIC UTILITIES Second Review: ❑Approved as revised. ❑Denied. Comments: PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: Third Review: []Approved as revised. ❑Denied. Comments: Reviewed by: Date: ?� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD !J = ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Cjilt Application Number . . . . . 08-00000694 Date 5/20/08 Property Address . . . . . . 1285 LILY ST Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc INSTALL 2 CU & 2 AHU ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ DURANTE, JOE HUXHAM HEATING & AIR 1285 LILY STREET 2101 FLORIDA BLVD. ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 246-6721 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 103 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 11/16/08 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 103 . 00 103 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 103 . 00 103 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 1' CITY OF ATLANTIC BEACH R_ 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 08 I OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US ,414.-_�:i~ MECHANICAL PERMIT APPLICATION DUVAL COUNTY ONO )1%/ U��S PERMIT#: �0 m a i, v " r". ¢ 3 r s .;F ,n;✓ (.77777w, n rf� gra 4.NAME: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS 6.PHONE. Liu IeAP-4M qr, 7.- E OF CO PANY: &ADDRESS.: 2 o Ord !✓ 6 9.STATE AFELORIDOA LICENSE NO- 10.CELL PHONE: 11.FAX NO 12.EMAIL ADDRESS: 13.QFFICE HON 14. 9.4k 67AL Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) months,or if construction or work is suspended or abandoned for a period of six(6)mon at any time;aftelrork is commenced. CONTRACTORS SIGN URE: 5 7 VrNEW INSTALLATION EW JiMESIDENTIAL 6 FLORIDA BUILDING CODE- D REPLACEMENT OF EXISTING SYSTEM ❑EXISTING ❑COMMERCIAL MECHANICAL ❑ALTERATION/ADDITION TO EXIST SYSTEM ❑REPAIR ❑OTHER r!„x,' ” x, �,• rs i',S.r "•�"�; ' 3.E 19.HEAT: ❑SPACE ❑ RECESSED fftENTRAL ❑ FLOOR BURNERS: 20.AIR CONDITIONING: ❑ ROOM ErCENTRAL 21.DUCT SYSTEM: MATERIAL: THICKNESS: MAX CAPACITY:LYOO cfm 22.REFRIGERATION: MAX CAPACITY: cfm 23.COOLING TOWER: CAPACITY: gpm 24.FIRE SPRINKLER: NUMBER OF HEADS: 25.LIFT SYSTEM: ELEVATOR: MANLIFT: ESCALATOR: AUTOLIFT: 26.COMMERCIAL HOOD NUMBER: 27.FIREPLACE: PREFABRICATED: MASONRY: 28.IRRIGATION: ❑ PUMP ❑WELL ❑ PIPING 29.GAS PIPING: #OF OUTLETS: ❑GAS AHU: ❑GAS WATER HEATER: 30.OTHER-SPECIFY: SOLAR HEATING, BOILERS,UNFIRED PRESSURE VESSEL,HEAT EXCHANGER OR COIL IN DUCTS ETC. VALUE FOR OTHER ITEMS: 1115 NUMBER APPROVING OF UNITS DESCRIPTION MODEL# MANUFACTURER TONS AGENCY !o 1 Ki17 M �S r ...�,� s �.' „ra. `s in<� .� �,•., ,�� ., 3 r ,„4 OF UNITS DESCRIPTION IMANUFACTURIER BTU AGENCY QM 4 14t LILJUIL) MZARW�)VINU NUMBER GALLONS CONTAINED MANUFACTURER SERIAL# AGENCY COAB FORM BLDG04:REVISED:1/10/2008 K r rT��ljy. CITY OF ATLANTIC BEACH BUILDING AND PLANNING $z} 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 >) TELEPHONE:(904)247-5800 FAX:(904)247-5845 http://ci.atlantic-beach.fl.us ,�Ji31�r. November 14, 2008 Mr. Joseph C Durante 1380 W Plaza Rd Atlantic Beach, FL 32233 RE: Notice of Mitigation Due Tree Mitigation (TREE 08-00100008)/West Plaza Extension Dear Mr. Durante: I am writing to inform you that the mitigation assessed for tree removals approved as part of the West Plaza Extension is now due. Upon review of your application at the March 12, 2008 regular meeting,the Tree Conservation Board granted approval for the removal of 2-6"Oaks, 1-7" Oak, 2-9"Oaks, 1-11"Oak, and 1-11" Pine, for a total of 59", from the West Plaza right-of-way for the extension of Plaza to the Lily Street right-of-way. Subsequently, the Board assessed 29" of hardwoods, per the specifications of Chapter 23 of the Municipal Code, to be accomplished by the time of completion and conveyance of the West Plaza Extension to the City of Atlantic Beach. According to Public Works Director Rick Carper, the as-builts were reviewed and the paving job was accepted prior to issuance of Naumann Harrell's CO for 1217 Lily Street on July 30, 2008. Thus mitigation should have also been installed at that time. Within fourteen (14)days of receipt of this letter, please submit a survey (similar to that submitted for tree removal), showing the location, species and dbh of each replacement tree planted towards the 29.5"of hardwood mitigation. Once the surrey is received and verified, the tree permit can be closed out. However, failure to submit the requested materials within the specified time shall result in referral of this case to the Code Enforcement Board, and possibly a lien against your personal property, as described below, the development of which necessitated the West Plaza Extension, for the cash equivalent value of the mitigation ($3,451.50), or portion thereof not planted. Further, no additional development permits shall be approved until said mitigation is accomplished. ADDRESS: 1285 Lily Street DESCRIPTION: 18-34 38-2S-29E Atlantic Beach Sec H Lots 1 to 3 Blk 213 RE#: 171030-0010 Please feel free to contact me at ehall@coab.us or(904) 270-1605 if you need additional information or assistance. TREE 08-00100008West Plaza Extension(Duronte) November 14,2008 Page 2 of 2 Sincerely, Erika Hall Principal Planner, Staff Liaison to the Tree Conservation Board cc: Alex Sherrer,Code Enforcement Officer Building Department(file) Public Works Department(file) Tree Conservation Board Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: Contractor Name: Permit #: Ar– a2o t Property Address: L. Legal Description: Improvements to the above-described property have been completed in accordance with the terof the permit and are certified to be ready for occupancy as: Single-Family Residence ❑ Commercial ❑ Other: Lowest Floor Elevation: Required As Built FFE The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. Public Works ¢ 1_f.,4 Public Utilities 46-4 Building b Sf4 Planning Final Survey with FFE Yes No All Re-Inspect Fees Paid V Yes No Termite Treatment V Yes No -ro City of Atlantic Beach • APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 �Q 319 E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM 1 �� _ Department review required Yes No Property Address: Building Planning &Zoning Applicant: Public Works -a Project: Public Utilities Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Datef of Permit Verified B 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: BUILDING PLANNING &ZONING PUBLIC WORKS Reviewed by: Date: PUBLIC UTILITIES Second Review: ❑Approved as revised. ❑Denied. PUBLIC SAFETY Comments: FIRE SERVICES Reviewed by: Date: Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: CITY OF ATLANTIC BEACH j� 800 SEMINOLE ROAD -, ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-deptaa4coab.us Application Number 08-00000202 Date 3/10/08 Property Address . . . . . . 1285 LILY ST Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 250000 -----------------------------------------------------------------------r---- Application desc new home ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ DURANTE, JOE E & R ENTERPRISES OF NORTH FL 1285 LILY STREET 2628 WEST END ST. ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 270-2185 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 910 . 00 Plan Check Fee 455 . 00 Issue Date . . . . Valuation . . . . 250000 -----Expiration-Date8I --------------- ----------------------------------- Special Notes and Comments f FILL OUT NEW BUILDING PERMIT APPLICATION NEED TO FILE NOTICE OF COMMENCEMENT OR HAVE IT RECORDED. PER THE 2004 FLORIDA BUILDING CODE, CHAPTER 16, SECTION 1609 WIND LOADS, 1609 . 1 .4 PROTECTION OF OPENINGS, AN APPROVED SHUTTER SUSTEM SHALL BE INSTALLED PRIOR TO A CERTIFICATE OF OCCUPANCY. No City water or sewer service is available . Obtain well permit from Bldg. Dept . before installing well . Silt fence must be installed 25 ' from wetland line. Construction site management and erosion control plans must be available on site during construction. ---------------------7------------------------------------------------------ Other Frees . . . . . . . . . CITY RADON SURCHARGE . 69 ST CONSTRUCTION SURCHARGE 12 . 55 AB CONSTRUCTION SURCHARGE 1 .39 STATE RADON SURCHARGE 13 .25 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due PERMIT ISPi@fi%AD VJRO' Pi)RDANCE mWAIAACITy OF Aftk�n %EACH ORDINANCi9AND THE FLORMd0 BUILDING CODES lJr!Jew CITY OF ATLANTIC BEACH �'J nT F iD n Al8Vn arnvvi.r. nvrui ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: r4 1 Building-deut(koab.us Application Number . . . . . 08-00000247 Date 3/10, 08 Property Address . . . . . . 1285 LILY ST Application type description RIGHT-OF-WAY PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 --------------------------------------------------------------------------- Application desc gravel drive ------------------------------------------------------------ --- ------------- Owner Contractor - ------------------------ ----------------------- DURANTE, JOE OWNER 1285 LILY STREET ATLANTIC BEACH FL 32233 ---------------------------------------------------------------------------- Permit . . . . . . DRIVEWAY PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . i 0 Expiration Date . . 9/06/08 - ----------------------------------------------------------------------fi -- Special Notes and Comments Property owner to maintain, not the City. No tree removal from City right-of-way authorized. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 .00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 PERmrr is APPROVED ONLY IN ACCORDANCE WITH ALL MY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. t CITY OF ATLANTIC BEACH PERMIT u,z� ,� •a .., ,;J BUILDING/ ZONING DEPARTAIENT APPLICATION m 000 Seminole Road Or ... Atlantic Beach,Florida 32233 �1,lar (904)247-5$00 (904)247-5845 Fax vrww.coab.vs r r A)08 APPLICATION TRACKING REQUIRED DEPT: , = Y N PLANNING Props Address: Z/L z z Y N BUILDING ` Y N PUBLIC WORKS Applicant: a)tt r-*"�7G. tq . PUBLIC UTILITIES Y IN FIRE DEPT. Project: rf�lt'�' I V!`,5 Y N PUBLIC SAFETY w -APPROVAL REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE Z_� Y N D.E.P HLIFSTETLER Q y N S.J.R.W.M. CARPER w Y N ARMY CORPS of ENG CARPER E- O Y N HOTELS&c RESAURANTTS HUFSTETi-ER APPLICATION STATUS CIRCLE ONE: qFFJ BUILDING DA AP REVIEWED BY: INITIAL: Dv i A ® 1 ST REV ® /,t_ Ute' allPLANNING BUILDING ® 2ND REV UBL1G WOR PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY ® ® 3RD REV .x a AA^ Public Works Plan Review Commends Date: �a Initials: ProjectName/Address: L-4 1i S7 Application/Permit A� , .. "qhs. A ^F""' ^i' «.i '•�x7,f0 '.,� c�L'FMINw Provide impervious surface calculations, ❑ Provide erosion and sediment control plans with installation details and maintenance schedule. t Provide drainage plans'showing site topography(flow arrows, etc.) ❑ Provide construction site management plan,including Right-of-Way Pexmit if using ❑ right-of-way for constmcdonparking. Provide a pre-construction topographic survey prepared by a Florida Licensed ❑ Professional Land Surveyor, showing 1' contours. Section 24-66(b) of the Land Development Regulations requires on-site storage for increased runoff. Provide Delta volume calculations and on-site retention required per ❑ Section 24-66(b). (See attached info. Sheet) If on-site storage is required, a post construction topographic survey documenting proper construction will be required, A Right-of-Way Permit must be obtained. ❑ A Revocable Encroachment Permit must be obtained for ❑ Pool—W ellpoint(if used)must discharge into vegetated area 10' minimum from street ❑ or drainage feature(swale or structure) All driveway aprons must be concrete, 6 inches thick,4000 psi,with fibennesh from the . edge of the pavement to the property line.Reinforcing rods or mesh are not allowed in ❑ the ROW(Commercial daveways—6"thick). Any utility cuts in the road must be repaired using COT Standard Detail Case X and must be overlaid.10 feet in each direction fromithe center of the cut Repair must be shown on C7 n the plans. AXZ1 t —71,e- 6 ',e- 6 oma► y CITY OF ATLANTIC BEACH CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS 800 Seminole Road 904-247-5800 -us»r Atlantic Beach,Florida 32233-5445 Irak 904-247-5845 PLEASE SUBMIT(3i)COMPLETE SETS OF PLANS WITH APPLICATION. Date 2-12-1 / 2— 008 PERMIT# 3 Job Address S L i L,r�Y 51-1- ATL�L . X"2ISSUED BY THE cCITY Permitee: sE©,S A //b Vf-A 1! � Telephoned# � ! OLIJ � (Z6 "S( [� f Permittee Address: —/ 3 90 LU QST Q I AZ 4 bf7L C14 , .727-13 Requesting Permission to Construct: /D / 12 VA1i 120_1VEf6fAVe_L1 E10A4 IAZ Location: (Reference to Cross-Street) W 0-5-F A-ZA- s-rAa ,i AAw Lli- 7- 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities/Municipalities: Jacksonville Electric Authority Yes ( ) No Date: Bell South Telephone Company Yes ( ) No (k) Date: Ferrell Gas Yes ( ) No (X) Date: Comcast Yes ( ) No (X) Date: 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of (Contractor's Project Superintendent) located at Telephone#: 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. 6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit. Calculations showing any increase in impervious area on owner's lot or in the city Right of Way are to be included with this application. 7. This permittee shall commence actual construction in good faith with days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified twenty-four (24) hours prior to starting work and again immediately upon completion. OWNER Signe - te: h z/Z/ o$ Before me s _ tha G Fe uval, rY 9 Pev ...... State Of Florida,has personally a a ry - N to Public at Lar e,State of F Arida u P mmis�ion expires: o y�n y Comm ss on DD403216 ersonally Known: os e� mes _ ific 'on: R.O.W. Permit Attachment of for R.O.W. Permit# issued ,2009 Atlantic Beach,FL 32233 Owner's Name: �6� t✓i�i� Property Address: Z L S S Lf L L All-OnAITIC d cls % 3ZL3 Subdivision: Lot#/Block#: R.E. #: REVOCAB E ENCR AC NT PERMIT THIS REVOCABLE ENCROA HME PE T issued on this day of 200e, by Atlantic B ch, F rida, a mu ' ipal corporation organized and existing under the laws of the State of Florida, here afte referred t "CITY" and of Atlantic Beach, Florida,hereinafter refe d to as"US ". IT E TH: That the CITY does her ant the USE rmission on revocable basis as described herein the right to enter upon the prope o the City of Atl tic Beach for the purpose as described in the City of Atlantic Beach Right-of-Way ment permit n bers noted above(copies attached). This work is generally desc bed as: Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted remains subject to relocation or removal on thirty (30) days notice by CITY to the USER, said notice to USER shall be given by certified mail, return receipt requested, to the following address: NIDA The depositing of said notice of cancellation in the United States mail shall constitute the notice of cancellation and the burden is upon USER to keep the CITY informed of USER's proper address. The USER shall promptly make any and all necessary repairs to any facility erected or maintained in the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe condition. In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above-described property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating, replacing, or adding to of the utilities and facilities of the CITY or franchise utility provider. The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes, Land Development Code, and all other land use and code requirements of the CITY. The USER, prior to making any changes from the approved plans and/or method, must obtain written approval from the City of Atlantic Beach, Public Works Department, for said change. The Page 1 of 2 USER shall, at the discretion of the CITY, be requested to submit as-built drawings showing the change within thirty (30) days after the day of completion. This permit shall inure to the benefit of, and be binding upon, the USER and their respective successors and assigns. USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications, to include utilities locate requirements and use limitations/requirements of public rights-of-way and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that all of said liabilities are hereby assumed by the USER. DATED and SIGNED this.*2-1 '5'r day of_ 52009 CITY OF ATLANTIC BEACH, FLORIDA, By: a municipal corporation: Pro Owner oseu�aN By: Jim Hanson, City Manager Attest: Rick Carper,Public Works Director STATE OF FLORIDA COUNTY OF DUVAL On this day of , 2008, personally appeared before me, a Notary Public in and for said County and State, ' the property owner of , Atlantic Beach, Florida, known to me to be the person(s) described in and who executed the foregoing instrument; who acknowledged to me that he or she executed the same freely and voluntarily and for the uses and purposes therein mentioned. By: Notary Public in for said County and State P rty Owner ( ` a signed in presence of the Notary) Page 2 of 2 t Z 1e T •� O C31 (U MCD CD o (D s em' CD (a Z Cyt }t(r„j�• '” o CD < ;u 8i T 1 rt O" (D �. �f E }t " o �;,;. fir' t ��$ at;+�► . v o .: 0 v D co � 4`4 X414 { �'st«►t f _ rt � m 6 t t,f+4'14 �&fooX (D �� -a O 00 ,41 ��$ 4444 +it�tii� v v 3 m < r jj `i44sjj �(ftt�`i m v o 0, O O '7.pf' 4� Y *"ice,.: D 4� /l F t¢flSi V1 r 0 C o �, Q m o o p n < ' 9 �t it� i�fi+fig( (ten o CD (D o LUCf)CQ- < N (D 4.6 co �4 M CL xy xCDC) c 0 _ O -nr �a� �a x, x O Q. 0 -p N 0) m CD -ti fig{, O" a 60 ue- CD r O Q } CD QCD m - o � o � 0 C o M. o 0- �: 2 �' -- o" CO o cn x VIt F' Impervious Surface Calculations % Formula Find square footage of the following: House footprint Driveway All sidewalks/walkways A/C pads Detached garage/sheds Pool Decking Patios, terraces and/or decks Add the total square footage of the areas listed above then, divide the sum by the total lot area of the property. 5/14nOO7 CI'T'Y OF ATLANTIC BEACH PERMIT r BUILDING//ZONING DEPARTA EN'I' APPLICATION# lead,5'CID].1101C Road + /j x '* Atlantic Beach,Florida 32233 (904)247-5$00 (904)247-5845 Fax www.coab.us APPLICATION TRACKING FORM REQUIRED DEPT: /C� �j NPLANNINGProperty Address: !3 N y Z I�! BUILDING N PUSLiC WORKS )�1P ' A licant: /�' �` '�rl 0 N . PUBLICUIILMES � Y d FIRE DEPT. Project:: �!y, LY-P, PUBLIC SAFE't Y -APPROVAL w U O L'REQUIRED AGENCY: RECEIVED BY: INITIAL DATE: w_a Y P9 D.E.P HUFSTETLER d5 (3 Y N S.J.R.W.M. CARPER uJ X Y N ARMY CORPS of ENG CARPER ~O Y N I HOTELS&RESAURANTS HUFSI'Ef I.ER APPLICATION STATUS CIRCLE CNE SITE BUILDING DA AP REVIEWED BY: INITIAL: _ DATE ® ❑ 1ST REV ❑ ❑ azl_ 6_4( rPLY NTNG UI ® ® 2ND REV ❑ ❑ PUBLIC WORKS PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY ® ❑ 3RD REV ❑ graham Shirley From: Jones, Mike Sent: Monday,August 11,2008 4:56 PM To: Graham Shirley; Carper, Rick; Walker, Chris; Kaluzniak, Donna; Nodine, Phil; Deming, James Cc: Grim, Michael;Clemons, Malcolm; Hall, Erika Subject: RE: Co inspection for 1285 Lily Street Mr. Durante scheduled a CO inspection for today(8/11/08). It was actually a re-inspect to his failed electrical final from last week. He passed the electric final today. He does not have a building final yet. I reminded him he could not live there until he has a building final and all the agencies sign off on the CO. Thanks, Mike Jones. From: Graham Shirley Sent:Tuesday,August 05, 2008 8:53 AM To: Carper, Rick; Walker, Chris; Kaluzniak, Donna; Nodine, Phil; Deming,James Cc: Jones, Mike; Griffin, Michael; Clemons, Malcolm; Hall, Erika Subject: Co inspection for 1285 Lily Street Joe Durante has requested a CO inspection for 1285 Lily Street permit#08 202.Joe can be reached at 626 5161. Thanks Shirley City of Atlantic Beach Public Works Department Certificate of Occupancy Inspection Address: 1285 Lily Street Permit No. 08 202 ITEM Comments 1. Approved drainage plan properly implemented. 2. Right of Way restored (concrete, sod, pavement). a. Concrete block on west side of Lily must be removed. b. excess wood chips on Lily ROW must be removed. c. excess wood chips on adjacent property(Abdullah) must be removed or written authorization from owner to leave on site provided. d. silt fence on W. Plaza right of way must be removed. 3. Ground surface stabilized (mulch, sod, etc.) a. mulch needed on all bare ground surfaces. b.Wetlands areas must be restored(excess dirt removed,trench filled, etc.). Approved: Not approved. RC signature/date CO checklist-1285 Lily Street.xls 8/11/2008 Graham Shirley From: Carper, Rick Sent: Tuesday, August 05, 2008 8:56 AM To: Graham Shirley Cc: Griffin, Michael; Deming, James; Nodine, Phil Subject: RE: Co inspection for 1285 Lily Street Shirley, we are still waiting for the as-built plan for W. Plaza Road (paved by applicants to allow construction) as a condition for 1217 Lily CO. I left a voice mail for Joe saying PWE was not going to come out for the inspection until we have that plan delivered for review. Rick Ricky L. Carper, P.E. Public Works Director/City Engineer City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 rcarper a coati.us PH: (904)247-5834 Fax: (904) 247-5843 From: Graham Shirley Sent:Tuesday,August 05, 2008 8:53 AM To: Carper, Rick; Walker, Chris; Kaluzniak, Donna; Nodine, Phil; Deming,James Cc:Janes, Mike; Griffin, Michael; Clemons, Malcolm; Hall, Erika Subject: Co inspection for 1285 Lily Street Joe Durante has requested a CO inspection for 1285 Lily Street permit#08 202.Joe can be reached at 626 5161. Thanks Shirley 1 ,raham Shirley prom: Clemons, Malcolm Sent: Tuesday,August 05, 2008 8:59 AM To: Graham Shirley Cc: Kaluzniak, Donna Subject: RE: Co inspection for 1285 Lily Street No utilities in that area. Backflow ok. Malcolm From: Graham Shirley serer Tuesday,August 05,2008 8:53 AM To: Carper,Rick;Walker,Chris;Kaluzniak,Donna;Nodine,Phil;Deming,lames Cc: }ones,Mike;Griffin,Michael;demons,Malcolm;Hall,Erika Subject: Co inspection for 1285 Lily Street Joe Durante has requested a CO inspection for 1285 Lily Street permit#08 202.Joe can be reached at 626 5161. Thanks Shirley 1 3raham Shirley From: Walker, Chris Sent: Tuesday,August 05, 2008 8:58 AM To: Graham Shirley Subject: RE: Co inspection for 1285 Lily Street There is no sewer or water available on this street or in the area. From: Graham Shirley Sent: Tuesday,August 05,2008 8:53 AM To: Carper,Rick;Walker,Chris;Kaluzniak,Donna;Nodine,Phil; Deming,.lames Cc: Jones,Mike;Griffin,Michael;Clemons,Malcolm;Hall,Erika Subject: Co Inspection for 1285 Lily Street Joe Durante has requested a CO inspection for 1285 lily Street permit#08 202.Joe can be reached at 626 5161. Thanks Shirley 1 CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD ± ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00000525 Date 4/21/08 Property Address . . . . . . 1285 LILY ST Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc TEMP POLE TP01 ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ DURANTE, JOE BROOKS & LIMBAUGH ELECTRIC CO 1285 LILY STREET Q/A BROOKS, CHRISTY ATLANTIC BEACH FL 32233 42 WEST 8TH ST. ATLANTIC BEACH FL 32233 (904) 241-9051 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 10/18/08 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 pI I s OFFICE:(904)247-5826•FAX NO.:(904)247-5845 ' BUILDING-DEPT@COAB.US ?73rsa�� ELECTRICAL PERMIT APPLICATION DUVAL COUNTY ',1.�'_ SS: �� .. �i'O�"t t�i�i � � i�tt� ,x � }, •* .�t� ' PRMIT��, t�,�fl�� t, _ �,�` •3a,-DATA "', il.,� 4 0c ►� og laba is Beac "PROP AYES�jPE,RMIT#: P'p`�,>ra.�tl,t i^P. i3 •u°kl. i[^fi ��tRTY,0 FMiB''r'a..t 4.NAME: 5.�DRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: s ,°rzas4W,, i t k, ' '„r u"` i41 s'-0 n `6 rT 'u,u s°pS# rr 'nnr" �- AL,,+{� T#+rnj',.. ilia; tuk"'6"' Ui L:,; '° 7777,17717 N E OF C ANY: 8LmW-iwh , ESS.: ( jh Dpe 9.STATE OF FLORIDA LICENSE NO: 1IyL iIQNE�: J�111.FP. 12.EMAIL ADDRESS: 13.lC,E,gIjO- �G/� I+ gyp., 14. 15.Application is hereby made to obtain a permit to do the work al`n'd iin�lstallations as ilnddiicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) months,or if construction or work is suspended or abandoned for a period of six(6)months at any time after work is commenced CONTRACTORS SIGNATURE: _ #S CLAS6,tFRK .n.,,t j4 r,,• ',, 'Al:.SER�itC'. ,�. �3Y6 , rr4,$ItP � iit'iYtC*Tk�BEi� t rt, ❑MULTI FAMILY-#OF UNITS: RESIDENTIAL ❑SINGLE FAMILY EMP SERVICE ❑COMMERCIAL ❑ADDITION ❑TRAILOR ilILDtNr';tttt��hi�I��t � Gi,tiili, Ma��° .. ( «C ;db � . ❑ALTERATION ❑SIGN ❑OLD RIIIINEW 0'05 NATIONAL ELECTRICAL CODE ❑ REPAIR ❑POOL!SPA ❑REWIRE REWIERCE CA ❑rr OtTHER: `7,1777 A 20.TYPE OF SERVICE: ❑ OVERHEAD UNDERGROUND ❑ UNDERGROUND UP POLE 21.NEW SERVICE: CONDUCTORS PER PHASE: ❑ POWER IS ON ❑ POWER IS OFF 22.SIZE OF CONDUCTOR: AMPACITY: COPPER ❑ALUMINUM 23.SWITCH OR BREAKER SIZE: AMPS: PH: W: _ VOLT: 2 7rb RACEWAY SIZE: 24.EXISTING SERVICE SIZE: AMPS: PH: W: VOLT: RACEWAY SIZE: 25.FEEDERS: #OF AMPS: #OF AMPS: #OF AMPS: 26.LIGHTING FIXTURES: INCANDESCENT: FLUORESCENT&M.V.: 27.FIXED APPLIANCES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 28. FIRE ALARM: ❑YES ❑ NO 29-31 DO NOT APPLY TO NEW SINGLE FAMILY,MULTI-FAMILY AND ROOM ADDITIONS 29.SMOKE DETECTORS: NUMBER: 30. RECEPTACLES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 31.SWITCHES: 0-30 AMPS: 31-100 AMPS: OVER }GVER 10 0 AMPS: MPS: n : Q #OF UNITS: COMP. MOTOR HP RATING: AMPS: HEAT KW: #OF UNITS: COMP. MOTOR HP RATING: y AMPHEAT KW: S: ,r"WX.•°t fl'x¢°k.'ti�� ,,y'„l? f'"rsl.t!! i!s ri's�)ra.' ri�t��tti) ti�� '� rr,,hI t;ii .MOTORS t�i�kt�,�utt;`u�.?;>^'r NUMBER: VOLTAGE: HP: KVA: NUMBER: VOLTAGE: HP: KVA: UNDER 60OV: NUMBER: KVA: OVER 60OV: NUMBER: KVA: oG w� �It. :.��J:1L,A�1Qt,�'��+r�„I�i;r+lsl�'w�1*+iS"i.. DESCRIBE IN DETAIL: COAB FORM BLDG02:REVISED:1/8/2008 Corporate / 7064 Davis Creek Road,Jacksonville,FL 32256 P:(904)880-0960 F:(904)880-0970 Ellis&ftsodates SIC. Branch Loc ons: Titusville:1429 Chaffee Drive,#2,Titusville,FL 32780 P:(321)267-8458 F:(321)267-8492 Environmental • Geotechnical ■ Materials Testing Daytona:1240 Hand Avenue,Ormond Beach,FL 32174 P:(386)672-9898 F:(386)672-9897 Integrated Engineering Services Brunswick: 227 Rose Drive,Brunswick,GA 31520 P:(912)279-0085 F:(912)279-0086 ellisassoc.com Z. �S—Lily Re ort of In-Place Densi As halt ori ne Project: ' r� t� t : Contractor: Met d: Reported To: -atio: �/ _ r per m ,} Location: 2hL Material: ( Cours Date Tested: Spec.Re I bass/ E % of Fail/ Location Dc Max Moist ii Retest 1 ensit F I. F P P{ 5 *Source of Proctor(Project number) P. Test Meets Specification Requirements F-Test Fails To Meet Specification Requirements R-Retest To Be Completed In Field Standby Approval Employee Name ., , Superintendent Printed Name Billing Comments -Trip Charge (Job Canceled) Superintendent Signature .� Out of Town Mobilization(T001) ----------------------------- city --------------------- -----City ,. (Officg use)' EA-03 white copy-office use yellow copy-personal use pink and goldenrod-client use page T of CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00000452 Date 4/04/08 Property Address . . . . . . 1285 LILY ST Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 18 fixtures ---------------------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- DURANTE, JOE JAMES JOLLY PLUMBING 1285 LILY STREET 1108 NORTH 24TH ST, ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 241-9603 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 161 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 10/01/08 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 161 . 00 161 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 161 . 00 161 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. T" PW";� CITY OF ATLANTIC BEACH 08- I � ';, 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 v 1 si OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US PLUMBING PERMIT A PLICATION DUVAL COUNTY ,0.1,Jow � Q Q U O -28 � /,1,/ 5 �'c C � S PERMIT#: O O —O1 Z)Q_ e. w GOWNED, i,;xa '� t a�'� �d �IG� .91 4.NAMMFW� 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: cx LAr(qYl PC 411; fl".ttNTRACT R.� ,.. oK pi „ pii �) 7.,1d ME OF COM ANY 8.ADDRESS.: _k k Q vw'� IA'�U I J61-vn nn It 4 " 11 `t Ack 9.S FLORI L EN NO: 10.C 11.FAX NO.: 12.EMAIL ADDRESS: 13.OFF P E• /0-3 14. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and v "' 'f work is not mmenced within six(6) months,or if construction or work is suspended or abandoned for a period of six(6)months at a�ti after work' co menced. CONTRACTORS SIGNATURE: ry;-- t " �iY' D.+$'" �.k 4Y ii r;,r �;�;y,. ,, tO NEW ❑'06 FLORIDA BUILDING CODE- 0 RE-PIPE PLUMBING ❑OTHER:,}�., i' it1 rig' ,'k iq 3 L int 4!; �, iyi(' �%� (MIi� f{ �i�l;1?`� #. $EI 'Qt*FIXTURES.yt l'i71i��n„ iu��l4 i^`7 r �'�t,p.,.,i4�7„`��r ,ny'."✓"., b`;a f� Y{I4II.ki i ,.tis ly,ip yy 6n BATH TUB SEWER CONNECTION BIDET SHOWERS DISH WASHER SHOWERS PANS DISPOSAL I SINK DRINKING FOUNTAIN WATER CLOSET TANK FLOOR DRAIN WATER CLOSET VALVE 3 HOSE BIB WASHING MACHINES 1 ICE MAKER WATER CONNECTION INTERCEPTOR WATER HEATER LAVATORY URINALS LAUNDRY TRAY OTHER(SPECIFY): ROOF DRAIN "( PPL MBING PERMIT FEE$" ii r3r,' n> PERMIT ISSUING FEE: $35.00 TOTAL FIXTURES: x $7.00 (PER FIXTURE) + $35.00 = COAB FORM BLDG03:REVISED:1/10/2008 461 jz,�v C-�C,,> WRITTEN AUTHORIZATION FROM PROPERTY OWNER PER BUILDING CODE 6-18(D)(4) I PAUL STANFORD RESIDING AT 1380 WEST PLAZA HEARBY AGREE TO ALLOW PARKING FOR CONSTRUCTION TRAFFIC DURING THE BUILDING OF USE AT 'Ff-LILLY ST . ANY QUESTIONS CALL 382-1478 ikt g if Alt) elk- okb DATESIGNED 4' 'zz"s tJ ' I' FILE c Y ; �rt9ttar a,.»w� S BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 804 Seminole Road,Atlantic Beach FL 32233 �J;dS Office:(904)247-5826 • Fax:(904)247-5845 Job Address: �"g �'' Permit Number: Legal Description WT g 1 r 7- Swat. 3'19 set.• 14 ACT LAKn K 34 Valuation of Work(Replacement -Cost)S 570 t< 8 Class of Work((Circle one): <jj9.Addition Alteration Repair • Use of existing(proposed structures) Circle one): " Commercial • If an existing structure,is afire spn�er system installed?(Circle one): es o9P& ■ is approval of homeowner's association or other private entity required?(Circle one): Describe in detail the type of work to be performed: t!ls-b ^JEW 44AU Sr Property Owner Information Name: JOE DdRAA1TJF` Address: /190 W ' pA.A=A ANe. City AIrlAA/??G A'$GN Statte&Zip pPhone CkO 42+fo- 5/fv! Contractor Information: Name of Company: E$R k�7+1'T1 2>I'ietSG"� Qualifying Agent: fiTiVtAJ PUrr AC.N' Address: 2co 2$ =T oy ar. _ City A?.&!4Tt C-dlNite Fin _Zip S z Z-33 Office Phone 376 - at 65 Job Site/Contact Number - Sb AiR State CertificationlRegistration# C<3rG /5041 S8 Office Fax# 27y- 2 9 Architect Name&Phone# S 67 L-A Z-0 34:5 43- 02 Sol fa Engineer's Name&Phone# -J Aram Lir m SIR - N194 Application is hereby made to obtain a permit to do the work and installations as indicated I certify that no work t installation has commenced prior to the issuance o{{a permit and thatall workwill beformed to meet the standards?ft lawsregulating construction in this jurisdiction. This permit becomes Trull and void' work is not commenced within six months, or f construction or work is suspended ar abandoned for a period of six f6) months at arry time1er work commenced I understand that separate permits must be secured for Electrical orlt;Plumbing,Signs, Wells,Poo Furnaces,Boilers,Heaters, Tanks and flir Conditioners,etG WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CON AENCENIENT MA RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR. PROPERTY. IF YC INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNF BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. t herebycer�y that I have read and examined this application and know the same to be true and correct Allprovision, laws aordinances governing this type of work will be complied with whether specified herein or not. The wanting c permit does not presume to give aut-hari violate or cancel the provisions of any other federal, state, or local 1 regulating construction or perfor a construction. / Signature of Property Owner• Signature of Contractor. r Sworg Qt and subs�foz Sworn to and subscribed before me this S1 Day of X.7 this?3_Day of _- MY MUM * W COMM" M I DD 511610 NotaryPublic: 2010 Notary Public: � ' r+nv■ "7k W'F.d0 RWAW Tin&dam Nagy Smite° ,� * WCOMMU M f DD 51 D(PWS:May 27,21 REVISED 03.05.47 Public Utilities—Distribution & Collection Date: Initials: Project Name/Address: / Application/Permit#: ' �. Check Bax Agphcatlon Tracking C.om e s To Add 'Comment Avoid damage to underground water/sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if necessary. If field coordination is needed, call 247- ❑ 5834. Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. ❑ A sewer cleanout must be installed at the property line. Cleanout must be covered with ❑ an RTI concrete box with metal lid. Cleanout to be set to grade and visible. A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested ❑ by a certified tester and a copy of the results sent to Public Utilities. Plans note the building will be unsprinkled. If plans change, any fire line installed must be metered with a Sensus touch-read meter in a properly sized vault and an appropriate ❑ backflow preventer installed. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities. If fire sprinkler system is provided, contact Malcolm Clemons at 247-5839 for backflow ❑ requirements. At a minimum,will require double check backflow preventer. Fire lines must be metered with a Sensus touch-read meter. Meters larger than 2" must ❑ be installed in a vault as noted in 7EA specifications. p /ib �'U w � orSer Se�^v�"ce %S a vccl (b' 0 D�a%�' C�1e-/I perm%�-- faro,-n bld� • d��• �ore F:\P1anReviewCormnents-PU.doc CITY OF ATLANTIC BEACH PERMIT r BUILDING i ZONING DEPARTMENT APPLICATION# s� 800 Seminole Road Q Atlantic Beach,Florida 32233 U d p;7.. JfilDf (904)247-5800 (904)247-5845 Fax www.eoab.us APPLICATION TRACKING FORM REQUIRED DEPT: /c� N PLANNING Property Address_ 1 y z N BUILDING = N PUBLIC WORKS ApP - ]flan$• A`� Tf��1 �'S UTILITIES N . PUBLIC Y N FIRE DEPT. Project: /v w , m Y N PUBLIC SAFE Y -APPROVAL v o REQUIRED AGENCY: RECEIVED BY: INITIAL' DATE: w_� Y N D.E.P HUFSTEfLER ¢� C3 Y N S.J.R.W.M. CARPER r Y N ARMY CORPS of ENG CARPER o Y N HOTELS&RESAURANTS HUFSTER.ER APPLICATION STATUS CIRCLE ONE IT SE BUILDING DA AP REVBY: L _ DATE: ® i ST REV ti P ING ® ® 2ND REV ® ❑ UILD G N - P RKS PUBL C LITIES FIRE DEPT. 3 PUBLIC SAFETY 40 ® ® 3RD REV _ _ . _ ._ � .a.. 4.. .. ---- ---- L�_.-. _.,-.a..,..,..a�.;.a......:.�...+o�ms•4a 4sn#n d•ia. AFm'4��1_ CITY OF ATLANTIC BEACH PERMIT - r BUILDING I ZONING DEPARTMENT APPLICATION# 800 Seminole Road Atlantic Beach,Florida 32233Z-- s (904)247-$800 (904)247-5845 Fax www.coab.ns APPLICATION TRACKING FORM REQUIRED DEPT: f N PLANNING Property Address: IC� r / y z H BUILDING � � _ N PUBLIC WDRKS ' Applicant: ,+'A�, "7�T - �5�5 O IfJ N . PUBLIC UTILITIES �/ { j Y N FIRE DEPT. Project: l Y W ' ` ' m Y N PUBLIC SAFETY -APPROVAL `1t U o REQUIRED AGENCY: BY: INITIAL: DATE w� Y N D.E.P HUFSTETLER <w Y N S.J.R.W.L CARPER Lu Y N ARMY CORPS of ENG CARPE t- o Y N HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE SITE BUILDING DA AP EWED BY: 14&t-: ❑ ❑ 1sT ❑ s t Sats !m 1 D PLANNING BUILDING ® ® 2ND REV PUBLIC WORKS PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY ® ® 3RD REV FORM 60OA-2004R EnergyGauge@ 4.5.2 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: E & R, Durante Residence Builder: E & R Enterprises Address: Lilly Street Permitting Office: Atlantic Beach City, State: Atlantic Beach, FI 32233- Permit Number: Owner: Jurisdiction Number: 261100 Climate Zone: North 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:42.0 kBtu/hr _ 3. Number of units,if multi-family I - SEER: 13.00 _ 4. Number of Bedrooms 3 _ b. Central Unit Cap: 18.0 kBtu/hr _ 5. Is this a worst case? No _ SEER: 13.00 _ 6. Conditioned Floor area(ft2) 2791 ft2 _ c. N/A 7. Glass type I and area:(Label reqd.by 13-104.4.5 if not default) a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a.(Dble Default)256.0 ft2 _ a. Electric Heat Pump Cap:42.0 kBtu/hr _ b. SHGC: HSPF:7.70 (or Clear or Tint DEFAULT) 7b. (Clear)256.0 ft2 _ b. Electric Heat Pump Cap: 18.0 kBtu/hr 8. Floor types HSPF:7.70 _ a. Slab-On-Grade Edge Insulation R=0.0, 190.0(p)ft _ c. N/A b. N/A c. N/A _ 14. Hot water systems 9. Wall types a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=19.0, 1209.0 ft2 _ EF:0.92 _ b. Frame,Wood,Exterior R=1 1.0,283.0 ft' _ b. N/A c. Frame,Wood,Adjacent R=19.0, 182.0 112 _ d. N/A _ c. Conservation credits e. N/A _ (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1799.0 ft2 15. HVAC credits b. Single Assembly R=19.0,266.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation, c. Under Attic R=19.0,773.0 ft2 _ HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH(Sealed):Garage Sup.R=6.0, 182.0 ft MZ-C-Multizone cooling, b. Sup:Unc. Ret:Unc. AH(Sealed):Attic Sup. R=6.0,90.0 ft _ MZ-H-Multizone heating) Glass/Floor Area: 0.09 Total as-built points: 30197 PASS Total base points: 32194 A I hereby certify that the plans and specifications covered by Review of the plans and zKE sT this calculation are in compliance with the Florida Energy specifications covered by this tion _ ATF Code. ��nv✓ 1 E calculation indicates compliance PREPARED BAY: with the Florida Energy Code. Before construction is completed DATE: Q ' �I L n this building will be inspected for I hereby certify that this building, as designed, is in compliance compliance with Section 553.908 with the Florida Energy Code. Florida Statutes. r�Yc �ySS I DD WF'I'¢ OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: ... 1 Predomi areas,see Summer&Winter Glass output on pages 2&4. FILE COP `� nergyGauge®(Version: FLRCSB v4.5.2) Y FORM 60OA-2004R EnergyGauge®4.5.2 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lilly Street,Atlantic Beach, FI,32233- PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 2791.0 18.59 9339.0 1.Double, Clear W 8.5 8.0 60.0 38.52 0.52 1191.0 2.Double,Clear W 8.5 8.0 16.0 38.52 0.52 317.0 3.Double,Clear S 8.5 8.0 30.0 35.87 0.51 550.0 4.Double, Clear E 13.0 8.0 30.0 42.06 0.42 527.0 5.Double,Clear E 1.0 6.0 45.0 42.06 0.97 1835.0 6.Double, Clear E 1.0 11.0 15.0 42.06 1.00 627.0 7.Double,Clear N 8.5 8.0 20.0 19.20 0.70 269.0 8.Double,Clear N 8.5 8.0 9.0 19.20 0.70 121.0 9.Double,Clear W 1.0 5.5 12.0 38.52 0.96 444.0 10.Double,Clear W 1.0 5.5 19.0 38.52 0.96 704.0 As-Built Total: 256.0 6585.0 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 182.0 0.70 127.4 1. Frame,Wood, Exterior 19.0 1209.0 0.90 1088.1 Exterior 1492.0 1.70 2536.4 2. Frame,Wood, Exterior 11.0 283.0 1.70 481.1 3. Frame,Wood,Adjacent 19.0 182.0 0.40 72.8 Base Total: 1674.0 2663.8 As-Built Total: 1674.0 1642.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 20.1 2.40 48.2 1.Exterior Wood 87.0 6.10 530.7 Exterior 87.0 6.10 530.7 2.Adjacent Wood 20.1 2.40 48.2 Base Total: 107.1 578.9 As-Built Total: 107.1 578.9 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 2028.0 1.73 3508.4 1. Under Attic 30.0 1799.0 1.73 X 1.00 3112.3 2. Single Assembly 19.0 266.0 5.64 X 1.00 1500.2 3. Under Attic 19.0 773.0 2.34 X 1.00 1808.8 Base Total: 2028.0 3508.4 As-Built Total: 2838.0 6421.3 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 190.0(p) -37.0 -7030.0 1. Slab-On-Grade Edge Insulation 0.0 190.0(p -41.20 -7828.0 Raised 0.0 0.00 0.0 Base Total: -7030.0 1 As-Built Total: 190.0 -7828.0 EnergyGauge®DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004R FLRCSB v4.5.2 FORM 60OA-2004R EnergyGaugeO 4.5.2 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lilly Street,Atlantic Beach, Fl, 32233- PERMIT#: BASE AS-BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 2791.0 10.21 28496.1 2791.0 10.21 28496.1 Summer Base Points: 37556.3 Summer As-Built Points: 35895.4 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1:Central Unit 42000btuh,SEER/EFF(l3.0)Ducts:Unc(S),Unc(R),Gar(AH),R6.0(INS) 35895 0.70 (1.09 x 1.147 x 0.95) 0.260 1.000 7759.3 (sys 2:Central Unit 18000btuh,SEER/EFF(13.0)Ducts:Unc(S),Unc(R),Att(AH),R6.0(INS) 35895 0.30 (1.09 x 1.147 x 1.05) 0.260 1.000 3691.2 37556.3 0.3250 12205.8 35895.4 1.00 1.231 0.260 1.000 11488.2 EnergyGaugeT" DCA Form 60OA-2004R EnergyGauge&/FlaRES'2004R FLRCSB v4.5.2 FORM 60OA-2004R EnergyGauge®4.5.2 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lilly Street,Atlantic Beach, FI, 32233- PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF= Point 18 2791.0 20.17 10133.0 1.Double,Clear W 8.5 8.0 60.0 20.73 1.17 1459.0 2.Double, Clear W 8.5 8.0 16.0 20.73 1.17 389.0 3.Double,Clear S 8.5 8.0 30.0 13.30 2.83 1130.0 4.Double,Clear E 13.0 8.0 30.0 18.79 1.41 795.0 5.Double, Clear E 1.0 6.0 45.0 18.79 1.02 858.0 6.Double,Clear E 1.0 11.0 15.0 18.79 1.01 283.0 7.Double,Clear N 8.5 8.0 20.0 24.58 1,02 500.0 8.Double,Clear N 8.5 8.0 9.0 24.58 1.02 225.0 9.Double,Clear W 1.0 5.5 12.0 20.73 1.01 251.0 10.Double,Clear W 1.0 5.5 19.0 20.73 1.01 397.0 As-Built Total: 256.0 6287.0 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 182.0 3.60 655.2 1. Frame,Wood, Exterior 19.0 1209.0 2.20 2659.8 Exterior 1492.0 3.70 5520.4 2. Frame,Wood, Exterior 11.0 283.0 3.70 1047.1 3. Frame,Wood,Adjacent 19.0 182.0 2.20 400.4 Base Total: 1674.0 6175.6 As-Built Total: 1674.0 4107.3 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 20.1 11.50 231.2 1.Exterior Wood 87.0 12.30 1070.1 Exterior 87.0 12.30 1070.1 2.Adjacent Wood 20.1 11.50 231.2 Base Total: 107.1 1301.2 As-Built Total: 107.1 1301.3 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 2028.0 2.05 4157.4 1.Under Attic 30.0 1799.0 2.05 X 1.00 3687.9 2.Single Assembly 19.0 266.0 1.86 X 1.00 494.8 3. Under Attic 19.0 773.0 2.70 X 1.00 2087.1 Base Total: 2028.0 4157.4 As-Built Total: 2838.0 6269.8 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 190.0(p) 8.9 1691.0 1.Slab-On-Grade Edge Insulation 0.0 190.0(p 18.80 3572.0 Raised 0.0 0.00 0.0 Base Total: 1691.0 1 As-Built Total: 190.0 3572.0 EnergyGauge®DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004R FLRCSB v4.5.2 FORM 60OA-2004R EnergyGauge®4.5.2 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lilly Street,Atlantic Beach, FI,32233- PERMIT#: BASE AS-BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 2791.0 -0.59 -1646.7 2791.0 -0.59 -1646.7 Winter Base Points: 21811.6 Winter As-Built Points: 19890.7 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Electric Heat Pump 42000 btuh,EFF(7.7)Ducts:Unc(S),Unc(R),Gar(AH),R6.0 19890.7 0.700 (1.069 x 1.169 x 0.95)0.443 1.000 7320.3 (sys 2:Electric Heat Pump 18000 btuh ,EFF(7.7)Ducts:Unc(S),Unc(R),Att(AH),R6.0 19890.7 0.300 (1.069 x 1.169 x 1.05)0.443 1.000 3451.0 21811.6 0.5540 12083.6 19890.7 1.00 1.226 0.443 1.000 10803.5 EnergyGauge TM DCA Form 60OA-2004R EnergyGauge(@/FlaRES'2004R FLRCSB v4.5.2 FORM 60OA-2004R EnergyGauge@ 4.5.2 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: Lilly Street, Atlantic Beach, FI, 32233- PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2635.00 7905.0 50.0 0.92 3 1.00 2635.00 1.00 7905.0 As-Built Total: 7905.0 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 12206 12084 7905 32194 11488 10804 7905 30197 PASS y y0, qHE ST�T�o�n O'D va EnergyGaugeTm DCA Form 60OA-2004R EnergyGauge®/FIaRES'2004R FLRCSB v4.5.2 FORM 60OA-2004R EnergyGauge®4.5.2 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: Lilly Street, Atlantic Beach, FI, 32233- PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors j 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft.window area; .5 cfm/sq.ft.door area. ✓� Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners; utility penetrations; between wall panels&top/bottom plates; between walls and floor. v- EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>118"sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed; or Type IC or non-IC rated, installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from cf conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2.Switch or clearly marked cir breaker(electric)or cutoff(gas)must be provided. External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficiency of 78%. Shower heads .612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated, and installed in accordance with the criteria of Section 610. ,f Ducts in unconditioned attics:R-6 min.insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min. R-19. Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGauge TM DCA Form 60OA-2004R EnergyGauge(D/FlaRES'2004R FLRCSB v4.5.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* =85.5 The higher the score,the more efficient the home. Lilly Street, Atlantic Beach, FI, 32233- 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:42.0 kBtu/hr _ 3. Number of units,if multi-family 1 _ SEER: 13.00 _ 4. Number of Bedrooms 3 _ b. Central Unit Cap: 18.0 kBtu/hr _ 5. Is this a worst case? No _ SEER: 13.00 _ 6. Conditioned floor area(ft') 2791 112 _ c. N/A _ 7. Glass type I and area:(Label reqd.by 13-104.4.5 if not default) _ a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a.(Dble Default)256.0 ft' _ a. Electric Heat Pump Cap:42.0 kBtu/hr _ b. SHGC: HSPF:7.70 (or Clear or Tint DEFAULT) 7b. (Clear)256.0 ft' _ b. Electric Heat Pump Cap:18.0 kBtu/hr _ 8. Floor types HSPF:7.70 a. Slab-On-Grade Edge Insulation R=0.0, 190.0(p)ft _ c. N/A b.N/A _ - c. N/A _ 14. Hot water systems 9. Wall types a. Electric Resistance Cap:50.0 gallons a. Frame,Wood,Exterior R=19.0, 1209.0 ft2 _ EF:0.92 _ b. Frame,Wood,Exterior R=11.0,283.0 W _ b. N/A _ c. Frame,Wood,Adjacent R=19.0, 182.0 ft' d.N/A _ c. Conservation credits e. N/A _ (HR-Heat recovery,Solar 10. Ceiling types DH P-Dedicated heat pump) a. Under Attic R=30.0, 1799.0 ft2 _ 15. HVAC credits b. Single Assembly R=19.0,266.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation, c. Under Attic R=19.0,773.0 ft2 _ HF-Whole house fan, L Ducts PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH(Sealed):Garage Sup.R=6.0, 182.011 MZ-C-Multizone cooling, b. Sup:Una Ret Unc. AH(Sealed):Attic Sup.R=6.0,90.0 ft _ MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building o�TgE STAT Construction through the above energy saving features which will be installed(or exceeded) in this home before final inspection.Otherwise,a new EPL Display Card will be completed rk� based on installed Code compliant features. Builder Signature: Date: i til Address of New Home: City/FL Zip: WF *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStar`'designation), your home may qualify for energy efficiency mortgage(EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. 1 Predominant glass type.For actual glass type and areas,see Summer&Winter Glass output on ages 2&4. EnergyGauge(k(Version: FLRCH v4.5.2) RIGHT-J BUILDING ANALYSIS REPORT First Floor Energy Design Systems Job: 9/21/07 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesignsystems@gmail.com Prq[ect Information For: Durante Residence Lilly Street,Atlantic Beach, FI Design Information Htg Cig Infiltration Outside db (°F) 39 92 Method Simplified Inside db (oF) 72 72 Construction quality Average Design TD (°F) 33 20 Fireplaces 0 Daily range - L Inside humidity(%) - 50 Moisture difference(gr/Ib) - 65 Heating Walls Ducts Component Btuh/ft2 Btuh %of load Walls 2.0 2755 10.0 Windows Infiltration Windows 23.9 5383 19.6 Doors 15.2 1377 5.0 Ceilings 1.7 2212 8.0 Doors Floors 26.7 5071 18.4 Infiltration 29.8 9411 34.2 Ceilings Ducts 1310 4.8 Total 27520 100.0 Component Btuh/ft2 Btuh %of load Walls Internal Gains Walls 1.7 2304 8.0 Ducts Windows 59.5 13383 46.2 Doors 12.7 1152 4.0 Ceilings 2.5 3218 11.1 Infiltration Floors 0.0 0 0.0 Infiltration 10.3 3259 11.3 Windows Ducts 2632 9.1 Ceilings Internal gains 3000 10.4 Doors Total 28948 100.0 Cooling at 80% SHR= 3.0 ton Cooling air flow=424 cfm/ton Cooling at 70 %SHR= 3.3 ton Cooling at 400 cfm/ton= 3.1 ton Overall U-Value= 0.161 Btuh/ft2-°F Data entries checked. wrvgh>ttsoft Right-Suite Residentialr"5.0.66 RSR29784 2007-Sep-24 19:22:47 ACCP. C:\Documents and Settings\customer\My Documents\Wrightsoft\E&R,Durante Res.,Lilly St.,Atlantic B Page 1 RIGHT-J LOAD AND EQUIPMENT SUMMARY First Floor Energy Design Systems Job: 9/21107 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesignsystems@gmail.com PrOiect Information For: Durante Residence Lilly Street, Atlantic Beach, FI Notes: Design Information Weather: Jacksonville, Mayport Naval, FL , US Winter Design Conditions Summer Design Conditions Outside db 39 OF Outside db 92 OF Inside db 72 OF Inside db 72 OF Design TD 33 OF Design TD 20 OF Daily range L Relative humidity 50 % Moisture difference 65 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 27520 Btuh Structure 28948 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 27520 Btuh Use mfg. data n Rate/swing multiplier 0.97 Infiltration Total sens. equip. load 28079 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 920 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 6500 Btuh Area(ft') 2028 2028 Total latent equip, load 7420 Btuh Volume(ft') 18252 18252 Air changes/hour 0.85 0.49 Total equipment load 35500 Btuh Equiv.AVF (cfm) 259 148 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrjghtsoft Right-Suite Residential TM 5.0.66 RSR29784 2007-Sep-24 19:22:47 ACCA C:\Documents and Settings\customer\My Documents\Wrightsoft\E&R,Durante Res.,Lilly St.,Atlantic B Page 1 RIGHT-J BUILDING ANALYSIS REPORT Second Fir Bonus Energy Design Systems Job: 9/21/07 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesignsystems@gmail.com Project • • For: Durante Residence Lilly Street, Atlantic Beach, FI Design Information Htg CIg Infiltration Outside db (°F) 39 92 Method Simplified Inside db(°F) 72 72 Construction quality Average Design TD (°F) 33 20 Fireplaces 0 Daily range - L Inside humidity (%) - 50 Moisture difference(gr/Ib) - 65 • Ducts Walls Component Btuh/ft2 Btuh % of load Infiltration Walls 3.0 841 15.3 Windows Windows 23.9 742 13.5 Doors 0.0 0 0.0 Ceilings 1.7 2716 49.5 Floors 0.0 0 0.0 Infiltration 29.8 924 16.9 Ducts 261 4.8 Ceilinns Total 5484 100.0 • • • Component Btuh/ftz Btuh % of load Walls Internal Gains Walls 2.5 703 7.9 Ducts Windows 72.0 2232 25.0 Windows Infittratlon Doors 0.0 0 0.0 Ceilings 2.5 3951 44.3 Floors 0.0 0 0.0 Infiltration 10.3 320 3.6 Ducts 811 9.1 Internal gains 900 10.1 Ceilings Total 8916 100.0 Cooling at 89 % SHR= 1.0 ton Cooling air flow= 589 cfm/ton Cooling at 70% SHR = 1.3 ton Cooling at 400 cfm/ton = 1.5 ton Overall U-Value=0.069 Btuh/ft2°F WARNING: window to floor area ratio=4.1%- less than 10%. VVrj0 '1't50ft Right-Suite ResidentialTM 5.0.66 RSR29784 2007-Sep-24 19:22:47 ACCK C:\Documents and Settings\customer\My Documents\Wrightsoft\E&R,Durante Res.,Lilly St.,Atlantic B Page 2 IAL RIGHT-J LOAD AND EQUIPMENT SUMMARY Second Fir Bonus Energy Design Systems Job: 9/21/07 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesignsystems@gmail.com Project • • • For: Durante Residence Lilly Street,Atlantic Beach, FI Notes: Design Information Weather: Jacksonville, Mayport Naval, FL , US Winter Design Conditions Summer Design Conditions Outside db 39 OF Outside db 92 OF Inside db 72 OF Inside db 72 OF Design TD 33 OF Design TD 20 OF Daily range L Relative humidity 50 % Moisture difference 65 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 5484 Btuh Structure 11145 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 5484 Btuh Use mfg. data n Rate/swing multiplier 0.97 Infiltration Total sens. equip. load 10811 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 690 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 638 Btuh Area (ft') 763 763 Total latent equip. load 1328 Btuh Volume(ft') 6104 6104 Air changes/hour 0.25 0.14 Total equipment load 12139 Btuh Equiv.AVF (cfm) 25 15 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. vvr-i0htsoft Right-Suite Residential T"5.0.66 RSR29784 2007-Sep-2419:22:47 ACCA C:\Documents and Settings\customer\My Documents\Wrightsoft\E&R,Durante Res.,Lilly St.,Atlantic B Page 2 LUI 'F 9'MAGNOLA 9"MAGNOLIA f (DOUBLE) "MAGNOLIA` 6" 0 12`M4GNOLIA 9'MAGNOLIA (DOUBLE) 9"OAK 102.00' 6" OAK••6`OAK (DOUBLE) • 77' PINE 6`OAK O � o LOT 5 0 0 0 0 C, r\ ^ 6' OAK 102.00' 6'OAK I� 8"OAM ey 5 LOT 6 \' o I8'OAKS � �o O 6' OAK. J '7" OAK A J>to Q J& I f 102.00' • 6"OAK FOUND 3/4" IRON PIPE 77"PANO IDENTIFICATION FOUND 7/2" IRON PIPE PLAZA STREET NO IDENTIFICATION 50' RIGHT-OF-WAY j a`�(0.25' W. 1.20' N) s i S LOT 3 WF—A f 4 72` OAK • 0� tYbF—A? i 2" EPS�NaPi� �f 7-OAK • 9"OAK o LOT 1 • 7'OAK ' T CAK r 7. OAK • ,_ o,P:: -' 6'OAK V) • 7 t2'Gak `OAK • C) •12`OAK • 7'OAK Z •8"PALM Q 70' OAK • • 8' OAK W w Q 0 18"PINE 9' TAI LOWTREE O O 8-OAK Ln 1 • 14"PALM '0^ y J • 8• OAK z `+l • 6' TALLOWTRE£ •.6'OAK 8'OAK • 9' PINE 0 9"OAK O O W C } w w OAK w oLk. 8"OAK 6'OAK 0 :A-- CAl Co w W Q � L.L _ 18'PINE r OAK • 6'OAK 7'OAK to 1 � 6' OAK • 6' OAK�"� a. 9"OAK OAK 6'OAK J O (ooueLF� �, _ SET . � • ucC:Oi.'A DURD: Ar• 8• W D RDENSET 2L.B.#s6 6E S 89`02'00" W•7-OAK 102.00 '�°A"• 6'DK. • 8'oAx 8'OAK • 9" OAK mTR E COPT• 12'OAK I •8"0 6'OAK 1111111111111//// ` %%��LiIJ S`�� . \ � E • �� kaFirstSource � . NO. 48 9 •: Project Information for: J255304 = Builder: E & R Enterprise Lot : 1, 2, and 3 Lilly Street ?J Atlantic Beach, FL 32233 Coun Duval �i ••••• �` Truss ount: 2 Design Program: MiTek 20/20 6.3 Building Code: FBC2004/TP12002 Truss Design Load Information: Gravity: Wind: Roof(psf): 42.0 Wind Standard: ASCE 7-02 Wind Exposure: C Floor(psf): N/A end Speed (mph): 120 Note: See the individual truss drawings for special loading conditions. Engineer of Record:Jae Yul Lee, PE Florida P.E. License No. 31276 Address: 10381 Cypress Lakes Drive Jacksonville, Florida 32256 Truss Design Engineer:Julius Lee, PE Florida P.E. License No. 34869 Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 Notes: 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of record, as defined in ANSI/TPI 1-2002 Section 2.2 2. The seal date shown on the individual truss component drawings must match the seal date on this index sheet. 3. The Truss Design Engineer's responsibility relative to this structure consists solely of the design of the individual truss components and does not include the design of any additional structural elements including but not limited to continuous lateral bracing elelments in the web and chord planes. See Florida Administrative Code 61 G15-31.003 sections 3 c) & 5 and Chapter 2 of the National Design Standard for Metal Plate Connected Wood Truss Construction ANSI/TPI 1-2002 for additional information on the responsibilities of the delegated "Truss Design Engineer". Builders FirstSource and Julius Lee, PE do not accept any additional delegations beyond the scope of work described in the referenced documents above. No._ Drwg. # Truss ID Date 1 J1897180 T01 10/4/07 2 J J 1897181 T02 1 10/4/07 P Job Truss Truss Type Qty Ply 0, J1897180 ' J255304 T01 GABLE 1 1 Job Reference o tional Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries, Inc. Wed Oct 03 10:57:41 2007 Page 1 -2-0-0 11-3-0 22-6-0 _- _ _ _ �24-6-0 J 2-0-0 11-3-0 11-3-0 2-0-0 Scale=1:50.2 3x6 10 9 11 8� 12 8.00 F12 7 13 6 i 14 5 III 15 4 16 3x6 i 3x6 Q 3 17 18 A r 2 14 � 19 1 5x8�i 32 31 30 29 28 27 26 25 24 23 22 21 20 5x8 3x6= 22-6-0 22-6-0 Plate Offsets(X Y): [2:0-4-5 0-1-121 [10:0-3-0 Edge] 5,0-1-121 LOADING (psf SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) -0.02 19 n/r 120 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.08 Vert(TL) -0.03 19 n/r 90 BCLL 10.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.01 18 n/a n/a BCDL 5.0 Code FBC2004ITP12002 (Matrix) Weight: 155 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood streathing directly applied or BOT CHORD 2 X 4 SYP No.2 6-0-0 oc purlins. OTHERS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (Ib/size) 2=241/22-6-0, 10=94/22-6-0, 18=241/22--6=0,27=76/22-6-0,28=86/22-6-0, 29=85/22-6-0,30=89/22-6-0,-31=63/22-6-0,32=144/22-6-0,25=76/22-6-0, 24=86/22-6-0,23=85/22-6-0,22=89/22-6-0,21=63/22-6-0,20=144/22-6-0 Max Horz 2=-385(load case 4) Max Uplift 2=-277(load case 6), 18==323(load case 7),27=-83(load case 6), 28=-122(load case 6),29=-115(load c-ase-6);30=-106(load case 6), 31=-144(load case 6), 32=-128(load case 7), 25=-82(load case 7), 24=-122(load case 7),23=-115(load case 7),22=-108(load case 7), 21=-137(load case 7),20=-113(load case 6) Max Grav 2=242(load case 10), 10=366(load case 7), 18=242(load case 11), 27=81(load case 10),28=86(load case 1),29=85(load case 1), 30=89(load case 10),31=63(load case 1),32=145(load case 10),25=81(load case 11), 24=86(load case 1),23=85(load case 1),22=89(load case 11),21=63(load case 1),20=145(ioad case 11) 8 to wa.l d"a...�e•y d M.1 v n: October 4,2007 Continued on page 2 A Warning-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, kOFI.rsto'ource 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Job Truss Truss Type Qty Ply 01 11897181 ' j J255304 T02 COMMON 11 1 Job Reference o tional Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries, Inc. Wed Oct 03 10:57:43 2007 Page 1 -2-0-0 5-3-0 11-3-0 17-3-0 22-6-0 2 2-0-0 5-3-0 6-0-0 6-0-0 5-3-0 2-M 5x8_ Scale=1:51.7 5 36 i 3x6 4 / 6 2x4 2x4 I 8.00 12 3 7 I 2 8 i� 9 d 1 3x8_ - 12 11 10 3x8= 3x6= 4x6 3x6= 5.3-0 17-3-0 22-6-0 5-3-0 12-0-0 5-3-0 Plate Offsets(X Y): [2:0-4-1,0-1-8], [8:0-4-1,0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.59 Vert(LL) 0.43 10-12 >614 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.60 Vert(TL) -0.55 10-12 >481 240 BCLL 10.0 * Rep Stress Incr NO WB 0.38 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 137 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural-wood s-heathing directly applied or BOT CHORD 2 X 6 SYP No.1D 4-4-2 oc purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 8-5-9 oc bracing. WEBS 1 Row at midpt 5-12, 5-10 REACTIONS (Ib/size) 8=1190/0-5-8,2=1190/0-5-8 Max Horz 2=307(load case 5) Max Uplift 8=-655(load case 7),2=-655(load case 6) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/65,2-3=-1875/1343,3-4=-1849/1588,4-5=-1687/1604, 5-6=-1687/1604, 6-7=-1849/1588,7-8=-1875/1343,8-9=0/65 BOT CHORD 2-12=-835/1472, 11-12=-275/829, 10-11=-275/829,8-10=-835/1472 WEBS 3-12=-253/415, 5-12=-893/1051, 5-10=-893/1051, 7-10=-253/415 JOINT STRESS INDEX 2=0.61, 3=0.33,4=0.79, 5=0.65, 6=0.79, 7=0.33,8=0.61, 10=0.71, 11 =0.64 and 12=0.71 NOTES 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02; 120mph(3-second gust); h=18ft;TCDL=4.2psf; BCDL=3.0psf; Category II; Exp }', Ra ter.y C;enclosed;MWFRS and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) *This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other COI1�iR n page 2 October 4,2007 Warning-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE VIII-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. '.. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center,6300 Enterprise Lane,Madison,W153719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,W153719 OFIrstSource Job Truss Truss Type Qty Ply 01 J1897181,1 J255304 T02 COMMON 11 1 Job Reference o tional Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries, Inc. Wed Oct 03 10:57:43 2007 Page 2 NOTES 4)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 655 Ib uplift at joint 8 and 655 Ib uplift at joint 2. 6) In the LOAD CASE(S)section, loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1) Regular:Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(plf) Vert: 1-5=-54,5-9=-54,2-12=-10, 10-12=-70(F=-60), 8-10=-10 } ms.is».1 8":4.x�y iR5.1 a-r�i 9A.. v:"Y i'•a9'4 Rf:+d�. .::r'4., -R.. +;+.+}..A...ti October 4,2007 Warning•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mi1.7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erectio�—L�FirstSource and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 JobTruss Truss Type Qty i Ply 01 31897180• J255304 T01 GABLE 1 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries, Inc. Wed Oct 03 10:57:42 2007 Page 2 FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/61,2-3=-277/265, 3-4=-267/281,4-5=-204/261, 5-6=-157/260,6-7=-107/268,7-8=-58/319, 8-9=-12/376, 9-10=-6/428, 10-11=-6/428, 11-12=-12/376, 12-13=-10/302, 13-14=-11/233, 14-15=-9/164, 15-16=-33/92, 16-17=-103/121, 17-18=-117/106, 18-19=0/61 BOT CHORD 2-32=-58/262, 31-32=-58/262, 30-31=-58/262,29-30=-58/262, 28-29=-58/262,27-28=-58/262,26-27=-58/262, 25-26=-58/262, 24-25=-58/262, 23-24=-58/262,22-23=-58/262,21-22=-58/262,20-21=-58/262, 18-20=-58/262 WEBS 9-27=-61/95, 8-28=-76/128, 7-29=-72/122,6-30=-75/121, 5-31=-55/128,4-32=-119/143, 11-25=-61/94, 12-24=-76/128, 13-23=-72/122, 14-22=-75/122, 15-21=-55/122, 16-20=-119/137 JOINT STRESS INDEX 2=0.78, 3=0.00,3=0.24,4=0.33, 5=0.33, 6=0.33,7=0.33, 8=0.33,9=0.33, 10=0.16, 11 =0.33, 12=0.33, 13= 0.33, 14=0.33, 15=0.33, 16=0.33, 17=0.00, 17=0.24, 18=0.78,20=0.33,21 =0.33,22=0.33, 23=0.33,24=0.33, 25=0.33,26=0.15,27=0.33,28=0.33,29=0.33, 30=0.33,31 =0.33 and 32=0.33 NOTES 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02; 120mph(3-second gust); h=18ft;TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp C;enclosed; MWFRS gable end zone and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face), see MiTek "Standard Gable End Detail" 4)"This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 277 Ib uplift at joint 2,323 Ib uplift at joint 18, 83 Ib uplift at joint 27, 122 Ib uplift at joint 28, 115 Ib uplift at joint 29, 106 Ib uplift at joint 30, 144 Ib uplift at joint 31, 128 Ib uplift at joint 32, 82 Ib uplift at joint 25, 122 Ib uplift at joint 24, 115 Ib uplift at joint 23, 108 Ib uplift at joint 22, 137 Ib uplift at joint 21 and 113 Ib uplift at joint 20. LOAD CASE(S) Standard 9n"ts o-s,daa rr'Yi r-F:c:. 9. � ac isw.l ilea•y #�.r r.-�3 October 4,2007 Warning-VerUy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the WN 0 responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 EVALUATION ENTITY MA /� `( t Gary Pfuehler,P.E. Product Evaluation Report Clol �—� 5665 Green Oak Court858' ^ �- Fairfield,OH 45014 for Florida DCA Mash ; Evaluation Re ort# 430OW4-18 513.'. Statement of Compliance: The Clopay Building Products Company sectional doors as described on the drawings liste, and test pressures shown.Based on the testing and rational analysis detailed below,this pro compliance with the following provisions of the Florida Building Code: ®Outside the HVHZ:Wind Loads(tested in compliance with FBC 1714.5.3.1,ref.ANSVDASb 13 Inside the HVHZ:Wind Loads for HVHZ(tested in compliance with FBC 1714.5.3.1,ref.TA; 1625 Cyclic Tests for HVHZ(ref.TAS 203), 1626 Impact Tests for HVHZ(ref.TAS 20 1) Description of Product: Double-skin Insulated(exterior skin27ga.min.;interior skin 27 ga,min.) (16'2"to 18'0"wide) WINDCODE W4 Garage Door Design Pressures:+25/-25 Test Pressures:+37.5/-37.5 Specific Models and Technical Documentation: Model Test Report Drawing No. Comments 440OW4,4401W4, HDGW4,HDGLW4, HCN-143 101247-Rev13 Glazing approved per HCN-5A,HCN-5.Low head roam track approved 430OW4,431 OW4, per HCN-126. 4301W4 SP2OW4,SE2OW4, HCN-143 101247-Revt3 Glazing approved per HCN-5A,HCN-5.Low head room track approved SF20W4 per HCN-126. 66W4,67W4,68W4 HCN-143 102051-Rev03 Glazing approved per HCN-5A,HCN-5.Low head room track approved r HCN-126. H400W4,H401 W4, Model uses horizontal reinforcement;door height does not effect H3IOW4,H300W4, HCN-143 102490-RevO2 performance. H301 W4 Installation requirements:Installation must be in accordance with manufacturer's installation instructions. Limitations and conditions of use:Jambs,lintels,sills or other structural elements required to prepare openings are not covered. The design of the supporting structural elements shall be the responsibility of the professional of record for the building or structure and in accordance with current building codes for the loads listed on the drawing(s)referenced above. Certification of Independence of Evaluation Entity:I hereby certify that(1)1 have no financial interest in Clopay Building Products Company;(2)I am an independent licensed Professional Engineer in the State of Florida;and(3)I comply with the criteria of independence as stated in 9B-72.110 F.A.C. Signature: Gary Pfu ler,P.E. Florida P.E.No.49850 Date: � �p J FILE COPY ' A FLORMA PRODUCT APPROVAL 306RT o g FILE:43oow4-18-REv03 4 3 2 1 REVISIONS MODELS 66. 67, 68 (27 GA. EXTERIOR SKIN) REV. NO.1 ZONE: DATE: ECN NO. APPVD:I DESCRIPTION 3 - 6/2005 - SH UPDATED CODE REF. A B 2"THICK SLIDE BOLT Irk=====iii END SILICONE FILLED CHANNEL SEPARATES � � LOCK ENGAGES ilii >r i=i ili�'�yili iii Ati lylli ilii fP iii ili !i ili ilii t5 ili Ilii !'i ili ilia ill c STILE INTO VERTICAL FRONT AND BACK SKIN OF DDDR D ILL====JJ I i0 TRACK. ONE LOCK ON 1.95•THICK, 1# DENSITY rx EACH SIDE EXPANDED POLYSTYRENE r-===_-1 r--- ==-1 r------1 r-------T r------� r-'-----T r------1 r-------1 c� OF DOOR. FOAM INSULATION LAMINA TED TO BOTH EXTERIOR AND =i INSIDE SLIDE BOLT==`JI -----i =i ii' LOCK OPTION INTERIOR SKINS. i it=====iii LOCK POSITION (BOTH SIDES) 12 GA. GALV. STEEL TOP Ids Som M X. ROLLER BRACKET. EACH LOWS FOR THE MND SPEEDS LISTED BELOW 'I ACCORDING m BI THE FLORIDA MDING BRACKET ATTACHED W/(3) COOS(ASCE7)_FOR F 2 #14x5/8'SHEET METAL r___ SNI circ===iiN lire==acid Iirc_c=iii Nir---=iil lir-==cii1 lir-__-=iil Tit=_=c_iu HAS 2.OF t7 ENCNLO`+EDBU60Mxi 9 ENDU`M E. SCREWS. 3 F tWDACTORTHOF T.0 4 ANY ROOF SLOPE. IL�acccc�J11 SEE END . TONGUE AND GROOVE JOINTS. ---- --- ----- HINGE DETAIL WW SPEED 700 770 11 720 8 A OPTIONAL OUTSIDE KEYED SEE INTERMEDIATE MEAN R"HEIGHT 1511 301, - LOCK POSITION HINGE DETAIL 27 GA. MIN. GALV. STEEL C MAX WIDTH: 18.0• EXTERIOR SKIN WITH A C INSIDE EVATION BAKED-ON PRIMER AND A P! NOTE 1 �RTK:AL JAMB ATGCHMEM(WOOD FRAME BUILDINGS): BAKED-ON POLYESTER PAINTED SECTION A-A DOORS UP TO 7'-0" HIGH CONSIST OF 4) SECTIONS (SHOWN) 1/2'x3 LAG SCREWS ON 16 CENTERS. 1.O.D. TOP COAL _ DOORS OVER 7'-0" HIGH CONSIST OF (5� SECTIONS (NOT SHOWN). WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK HORIZONTAL TRACK SUPPORT BY VERTICAL JAMB ATTACHMENT(C-90 BLOCK OR (BUT NOT REQUIRED)TO PROVIDE A FLUSH MOUNTING DOOR INSTALLER (TO SUIT) 1 3" x 20 GA. GALV. STEEL U-BAR. TWO 2.000 51 MIN.CONCRETE COLUMN); SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOtTRACK PER SECTION. U-BARS ATTACHED W/(2) 3/8-x4-SLEEVE ANCHORS ON 18 CENTERS (C-90 1/4•x3/4'SELF TAPPING SCREWS PER BLOCK)OR 23"CENTERS ((2,000 PSI MIN. CONCRETE) O4=D'LE HINGE LOCATION. 7/4•x4•TAPCON SCREWS bN 14-1/2"CENTERS(2,000 PSI MIN. CONCRETE). WASHERS INCLUDED WITH GA. GALV. STEEL FLAG BRACKET. SLEEVE ANCHORS, 1'O.D. WASHERS REQUIREDNTER, SNAP LATCH ENGAGESCH FASTENED TO WOOD JAMB WITH 27 GA. STEEL GALV. INTERIOR WITH TAPCONS.ANCHORS MAY BE COUNTERSUNKTILE ONTO VERTICAL TRACK. /�SKIN WITH A BAKED-ON PRIMER ) 5/16'zi-1/2" WOOD LAG SCREW.. (BUT NOT REQUIRED)TO PROVIDE A FLUSH ONE SNAP LATCH ON � ., AND A BAKED-ON POLYESTER PAINTED TOP COAT. MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT EACH SIDE OF DOOR. CONFIGURATION LHR TOP BRACKET (4) /14x5/8"SHEET METAL SCREWS DOUBLE HORIZONTAL Ij w N4IE; DOUBLE TRACK TRACK B x LOW HEADROOM IS _ 13 GA. GALV. STEEL BOTTOM BRACKET. AVAILABLE AS AN OPTION ATTACHED WITH (4) (14x5/8" SHEET METAL SCREWS. B END o DOUBLE TRACK C STILE 2"GALV. STEEL TRACK, LOW HEADROOM OPTION ALUMINUM EXTRUSION (4) 1/4"x3/4" SELF TAPPING SCREWS OUTSIDE KEYED LOCK .L• TRACK THICKNESS: .060' &VINYL WEATHERSTRIP. SNAP LATCH LOCK OPTK)N TYP, 2-1/2•02 GA GALV. STEEL TRACK BRACKET. 1a r EFRONT FRAME WITH U.V. JD HINGF 78 J. I R DIRT HIN-F w (4)TRACK BRACKET PER SIDE DISTANCE BETWEEN COATING ON OUTSIDE SURFACE. (24 GA. EXTERIOR SKIN DOORS RECEIVE TRACK BRACKETS NOT TO EXCEED 30' O.C. 14 CAL INTERMEDIATE HINGES) z DOOR n n STOP MOULDING BY DOOR $ HEIGHT INSTALLER (TO SUR) 7- 7 MOLDED INSIDE DSB GLASS 20 GA. MIN. GALV. STEEL END STILE (END STILES HELD BY HINGE SCREWS) 1 _p LITE RETAINER. OR LEADED- 2x6 YELLOW P7MW LOOT( LITES /8x3/4' PAN HEAD SCREW NOTE Z;THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS AVAILABLE 12 GA. GALV. ACK SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF SECTION a-B DESIGN LOADS: +25.0, -25.0 PSF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE TEST LOADS: +37.5. -37.5 PSF BRACKET FAOOD ORIGINAL DRAWINGS ARE SIGNED IN BLUE A JAMB WITH O /DWITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. INK WITH A RAISED SEAL EMBOSS), PARNO.:NOTICE: uni—Stood ODrnMs 8585 DUKE BLVD. VINDLGADWOOD LAG SCRKET. 18 CA. MIN. GALV. STEEL CENTER HINGE MARX WESfE7lFIE1.D.P E MeimeeenON, OH 45040 \ / �j2 . L TRACK FASTENED TO INSIDE SKIN W/(4) FLORIDA P.E.�yy wK TOLERANCES ore 513) 770-4800 W `f FASTENED TO TRACK BRACKETS. EACH /14x5/8"SHEET METAL SCREWS. NORTH CAROLINA P.E./23832 w a.§—.L we�Nmre .0 7.03 •�M�� EACH BRACKET ATTACHED WITH ONE 14 GA. GALV. STEEL ROLLER HN4GE ITAW wbr a .00 . 3.015 DESCRIPTION: MODELS 66, 67, 68; Max Size: 18'0'00 x 8'0'H 1/4"x5/8" BOLT � NUT Q$ FASTENED TO END STILES W/(4) EACH THE OPT04AL GLAZING SHOWN ON THIS ORAMNG MEETS THE A+tI,Y naW�ee mro n.A M .000- 7.005 TWO 1/4" RIVETS. /14x5/8'SHEET METAL SCREWS. MND LOW REWIREMEMS OF THE FLORA BUILDING,CODE b°Nb °,.,' .0000: 3.001 DRAWN BY:NJE DATE: 72/3/99 SCALE:NOTED DPG. OR NXRNAT04AL BULLDNNG CODE BUT DOESMEET THE Dega 31/T SIZE JAMB CONFIGURATION 2" STEEL ROLLER. IMPACT RESISTANT REOUIREMENT FOR WINGBORErees DEBRIS Third Angle CHECKED BY: DATE: SHEET 1 OF 1 SECTKNJ C-C PREPARATION OF JAMBS BY OTHERS. REGp15 �•CHAPTERIG FOC Projset;on + - MMENUnIm Slated E IN INCHES. DMI?NSIONs ARE IN INCHES.DKG. NO.: 102051 REV. NO. 3 FLOORMA pRtOCT la6°PHOOM L ,30026RIos 3 2 11 PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FL. Project Dame: V '' Permit# Project Address: 17,65 LILLY As required by Florida Statute 553.842 and Florida Administrative Code 9B-72,please provide the information and product approval number(s)for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed roducts. Information regarding statewide product app roval may be obtained at:www.floridabuilding.org. Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A.EXTERIOR DOORS 1. Swinging J FLl>-Wr cam► " *40$ 2. Sliding 3. Sectional (,,' i,OA 8`X 18 C AAdoW D009 FL.302(a. 4.Roll up 5.Automatic 6. father B.WINDOWS 1. Single hung S tweRLIVA5 0yA f4W2St-" FL-40S"k 1 2.Horizontal slider 3. Casement 4.Double hung 5.Fixed 6.Awning 7.Pass-through 8.Projected 9.Mullion 10. Wind breaker 11.Dual action 12. Other I ILL tour i " aux x.rasyr��,;;,� 'ranxfrYtxY r�?'^iY.L'R� ,Y� Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# C.PANEL WALL FLUS?3• 1. Siding L • 5" D� 1111 YL SI SIN R.l S'13• t 2. Soffits CORTi4*ATM ViML S*F+F►T t`t-3t+•! 3.EIFS 4. Storefronts 5. Curtain walls 6. Wall louvers 7. Glass block 8.Membrane 9. Greenhouse 10. Synthetic stucco 11. Other D.ROOFING PRODUCTS 1.Asphalt shingles OWE COO—it ` FV 85 2.Underlayments -TokeAA4c PApt_Q— S9 3. Roofing fasteners ©LYNat*i,L S'C'ER..SS 0 1 4.Nonstructural metal roof 5. Built-up roofing 6. Modified bitumen TAfty.O sair AD OR W44 t1+2 1 7. Single ply roofing 8. Roofing tiles 9. Roofing insulation 10. Waterproofing 11. Wood shingles/shakes 12. Roofing slate 13. Liquid applied roofing 14. Cement-adhesive coats 15. Roof tile adhesive 16. Spray applied polyurethane roof 17. Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# E. SHUTTERS 1.Accordion 2. Bahama 3. Storm panels 4. Colonial 5.Roll-up 6. Equipment 7. Other F. STRUCTURAL COMPONENTS 1. Wood connector/anchor Ztr*PSw rLA 74•R.t 2.Truss plates 3.Engineered lumber e4 1wZ&w pvA rl G FL t p o S 4.Railing 5. Coolers-freezers 6. Concrete admixtures 7.Material 8. Insulation forms 4WD , ttawt4& Koo t 9.Plastics 10. Deck-roof 11. Wall 12. Sheds 13.Other G. SKYLIGHTS 1. Skylight 2.Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Loca. H.NEW EXTERIOR ENVELOPE PRODUCTS 1. VL i . v Qbrl �r4 aQ pga�2t fLi�5 2. In addition to completing the above list of manufacturers,product description and State approval number for the products used on this project,it is the Contractor's or Authorized Agent's responsibility to have a legible copy of each manufacturer's printed instructions, along with the list above,on the job site available to the inspector. The products listed below did not demonstrate product approval at time of plan review. I understand that before these products can be inspected,they must be submitted for review for code compliance and approved by a Plans Examiner. This form will be revised to include each new product in the categories listed above and will be highlighted to indicate the new products and rewired information. Authorized Project Agent: ;bW 1 N/ PUTTt ACA g (Contractor or Design Professional) (Print Name) (Signature) Company Name: !� � �, �' r1Skf O i+ o f2TN M oPi DA Mailing Address: 7,40ZVy�-S i t�3 ST. City: A ..A 4*nC s GH. State: FL_ Zip Code: 3 1233 Telephone Number: ( ya0" Fax Number: (ip ) "Z-7p ` 1 Ct 19 'T,imber:{e ) '. 5 E-mail Address: MIAMI- � 1*1 LAM1-D.\DE COUNTY,PLOKID,l MI iRU-DAD1:HLACI,FIZ BUIl.uING BUILDING CODE COMPLIANCE OFF f 140 NEST FLACLER STREET,SUiTE mu PRODUCT CONTROL DIVISION �, l.� 1/G.�'10 MIAMi,1:1,010DA 33130-1563 ` (3)5)375-2911 FAX(305)375-2905 NOTICE OF ACCEPTAP Jeld-Wen, Inc. 31725 Highway 97 North Chiloquin, OR 97624 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas whereallowed by the Authority Having* Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (in Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or.material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the:requirements of die applicable building code. This product is approved as described herein, and has been designed to comply Nvith the High Velocity Hurricane Zone of the Florida Building Code, DESCRIPTION: Jeld-Wen Series"DoorCraft" double inswing Insulated Steel Door (Steel edge) APPROVAL DOCUMENT: Drawing No. S-2078,titled`Inswing Steel Door",sheets 1 through 8 of 8, prepared by R.W. Building Consultants, Inc,dated 12-05-00 and last revised on 05-20-02, bearing the Niiami- Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of tris NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEi LENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This NOA 01-0122.12 and consists of this page i as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. C, _ f ir�4_�� NOA No 01-0122.12 _ — Expiration Date:June 13,2007 Approval Date: June 13,2002 i i F 1L E COPY � Pne I DoorCraft°Steel Door SINGLE OR DOUBLE IN-SWING STEEL EDGE DOOR cr IN A HOLLOW METAL STEEL FRAME Z N 40.25" OVERALL FRAME WIDTH on 83.6" OVERALL FRAME WIDTH36.0" MAX. C -C N GENERAL NOTES 39.6" MAX PANEL WIDTH -- _ 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH FLORIDA PANEL WIDTH BUILDING CODE, o 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY 9 N r TO TRANSFER LOADS 70 THE STRUCTURE. ® ® ® ® ® U(L J. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIA = SHALL BE BEYOND WALL DRESSING OR STUCCO. IN-ACTIVE O � 4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1. = V x 5. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS i w x °o zdZ FOR HIGH VELOCITY HURRICANE ZONES*. w x oCa mG BJ¢ � z ® � a_ ® U- a @ O W Q a Q `z RESIDENTIAL INSULATED STEEL DOOR W/STEEL EDGE o oyp o z (Common to all frome conditions) O N .F ala LUQ Door Leaf Construction: a N ^ D M < face sheets, 24 ga. (0.022") minimum thickness, �+ m W a a Galvanized steel A-525 commercial quality - AKDQ per a zz m ASTM 620 with min. avg. yield strength Fy=53,650 psi. Core design: Expanded polystyrene with 1.0 to 1.25 2 a lbs. density mfg. by Jeld-Wen. in- Construction: steel face sheets are glued to the expanded polystyrene (EPS). The steel rails (.040' min.) and steel OfN stiles (.040" min.) are rolled formed. The face skin at the '- Z top and sides are bent over and into the stiles & rails to make a mechanical lock. At the bottom the face skin is z z bent 99 over the rail. A wood lock block reinforcement 6-0 x 6-8 INSWING ELEVATION 3-0 x 7-0 INSWING ELEVATION a is used. VIEWED FROM THE INTERIOR VIEWED FROM THE INTERIOR o Frame Construction: The head jambs and side jambs are FS a one piece Orme steel frame from 16go. galvonlzed THE SURFACE BOLT IS ON o v r steel. the cornersore mitered butted, The header has slots THE INACTIVE QOOR ONLY for the tabs that are welded to the side jambs. The tabs N are bent 90' over the header after being slipped through the slots, The units use an an ADA approved threshold. 'r '-i BUIl01NG TABLE OF CONTENTS CONSUITNdTS, INC 81 .884.3831 *5ANCHORI'mr DESCRIPTION DESIGN PRESSURE RATING N T &SECTION ATI N WHERE WATER INFILTRATION DATE 12 05/00 CROSS SECTION & BILL OF MATERIALS UNIT TYPE REQUIREMENT IS NOT NEEDED TAL CROSS SECTIONS, 1 3, 2 3 & 3 3 ppn,>rd+>n:,*I h to tllc sr&: N.T.S. TAL CROSS SECTIONS, 1 4 & 2 4 3-0 x 7-0 SINGLE MAX. +80.0 psf -85.0 psf it:ridx UniAin ewe eyM,e.; TJH LOCATIONS DETAILS & ANCHORS SEE INSTALLATION t."r> 3RW NG LOCATIONS DETAILS & ANCHORS 6-0 x 6-8 DOUBLE +55.0 psf -55.0 psf r:,,i>.,,t,rnld�>tc�mn,L 7 ANCHORING LOCATIONS, DETAILS & ANCHORS p °"""'"g No.: 8 UNIT COMPONENTS & DOOR MODELS a; ^ I r-l."...I- t S-2078 Sf1EET 1 OF 8 23 q e� ITEM DESCRIPTION MATERIAL fL q 1DOOR. FACEH 4 A1.02274RT STEEL- q 2 H.M.F. HEADER 16GA. STEEL BY FLEMING STEEL ? H.M.F. HING JAMB 16G F MING) STEELo� 4 H.M.F. LATH JAMB 16GA. STEEL CSY FLEMINQ STEELV Q ai ¢i ADA APP SADDLE THRESHOLD 125' FXTRUOED ALUM. ALUM. Z p 44 w rn w o 6 4 x 4 U MING 1 0. .09 RACE STEEL a 9 X 1 PFH W000 CREW HINGE TO DOOR STEEL 2(D 2 2 8 10-24 x 3 4 M.S. HINGE TO FRRME STEEL 3 = �W w a g g 8-32 x 3 4 M.S. DEAD86017 PLATE TO FRAME STEEL o= n~ 10 #10 x 2 PFH WOOD SCREW STEEL 2 43 11 3 16" TAPCON BY ELCO STEEL ' U Q 12 SADDLE THRESHOLD DOOR BOTTOM SWEEP VINYL 13 18 x 2'PHIL. PANHEAD SCREW STEEL 34 14 TOP RAIL 1.73" x 1.21" x 0.040' THK. STEEL 14 29 15 BOTTOM RAIL 1.73' x 1.21' x 0.040" THK. STEEL 1 1 SID STILE 1.73" x 1.21' x 0.040" THK. STEEL Z 39 2.0" MIN. EMBEDMENT 17 x 2 1 PFH WOOD SCREW STEEL Qom U� 18 # 8 x 2" PFH WOOD SCREW STEEL COG- woc 40 2.5" MIN. EMBEDMENT 19 WOOD LOCK BLOCK 1.67 x 3.0 x 11.75 WOOD u0 mw m 20 1.18 x 1.18 x 82 MOF BOARD SEL a W Z C 21 H.M.F. LATCH JAMB 16GA, STEEL BY KEWANEE TE N �m C o 22 EXP DED POLYSTYRENE 1.0 to 125 ib. DENSTIY JELD-WEN FOAM N N c�To _ LQm 23 MASONRY WALL CONCRETE CONC. cc z o24 WOOD STRUCTURAL MEMBER WOOD 03 z Um =w 25 KWIKSET TITAN 700 SERIES KNOB o oz o a T 26 KWIKSET TITAN 700 SERIES OEAD80LT :x w 2 27 WO D M STUD ANCHOR SETE. SHT. 6 STEEL 28 COMPRESSANCHOR (5LL SH22 BUTTERFLY ANCHOR SEE SHT. 5 & 6 STEEL L Z_ m 30 Z-ANCHOR SHT. 6 STEEL T-ANCHOR SEE SHT. 5 STEEL IPTFRAME HINGE FOAM H.M.F. HINGE JANIQ 16GA. STEEL BY KE WANEE STEEL ^ ^ m 34 1 COWIRESSIOh ST 6751 FOAM J Z Cq o 35 YALE KNOB HERITAGE SERIES - Q4 y4 0 ^m ry INTERIOR kT 10R 35 YALE DEADBOLT HERITAGE SERIES - Z z Z Z N 37 12- } x 3 4'M.S. STRI PLA TO FRAM STEEL C u ^ 38 N07 ED aj 00 a n 1.75" MIN. 39 1 4 x 5'TAPCON BY ELCO STEEL o 0 0 0 ^ ° to PANEL THK. 40 3/8" x 5'TAPCON OY RAWL STEEL 41 NES SURFACE BOLT SERIES 455 STEEL m+7,^C 15 12 42 1 4 SEX BOLT SURFACE BOLT ATTACHMENT STEEL C o N 43 H.M.F. HEADER 16GA. STEEL BY KEWANEE STEEL 44 SILICONE CAULK SILICONE >( z 11 z 45 3 16" TAP ON BY EL C0 STEEL 5 5 m 46 "Z" ASTRAGAL 0.061' FORMED STEEL STEEL mdl V)W q DAte:12/05/00 •� - .q Apprincri n<ongehing with die scALF- N.T.S. ' - Florida lividinp Cmlc 7aoL \liurni Ilodc 1'NJu'I Cuntnrl iCHK.BY: RW Irii.iun DRAWING No.: VERTICALCROSSTIDN es st- 4"t" �` 5-2078 2 snEET 2 or 8 4 21 27 25 35 O �t Z N R EXTERIOR 1 UQcco O 24 34 ? =2 M STRUCTURAL 22 Lu = WOOD MEMBER p N LMUa WHEN ATTACHING TO ALi METAL STRUCTURAL STUD 13 7 : 37 16 19 25 35 00� MEMBER USE ITEM 37 0 <n SPACING 1S AS FOLLOWS: 21pow vl w Y TOP DOWN 1 1/8", 6 1/8', EXTERIOR �\ HORIZONTAL CROSS SECTION NTERIOR ^. ?x 17 7/8", 28 3/8", 38 3/4 uWar w 3 LATCH JAMB TO WOOD OR METAL STUD ^a J 48 5/8', 65 3/8' k 77 3/8' 1 �H�m W/A WOOD/METAL STUD ANCHOR w 8 n z 3734 22 003 0 O N NOTE: ^° r�z a� �RUCTURAL WOOD OR STEEL MEMBERS MUST ��oz= ig CARRY 142 11ft LOAD AND THE STRUCTURAL $ 0 MEMBERS MUST BE VERIFIED BY THE a a w APPROPRIATE OFFICIALZAIVA. r xxxxm tir'-;2 29 zzzz '4 "�P ' I o000 • 16 19 � d d 33 3 23 37 N •` �a•, 42 41 NT R g w g taZJ W W taz! EXTERtOR 34 3 I R TION o000 n w 3 AT Z-ASTRAGAL o , rw- 22 i 7 THE SURFACE BOLTS ARE ON IN^^o 0 ' e' .e THE INACTIVE DOOR ONLY (TOP & BOTTOM) �In n n 000 40 2.5" MIN. EMBEDMENT j 39 2.0' MIN. EMBEDMENT ' Q• �d . CONSULTANTS.INC • 813.684.3831 INTERIOR 20 16 8 DATE:1 Z 05 00 SCAM. N.T.S. 6A 2" MIN. EMB. ^rP^,•`a°,a,np171" :,, owc.er: TJH 32 Fl,ni,k:Ih.;Ji.y("k FOR ITEM 1 39 n,n E i oz 2 T CROSS SECTION 2.5' MIN. EMB. en+--moi=-'-31__x__. cHK,ev: RW 3 HINGE JAMB TO MASONRY tti:nni Ucdo V-1-1C„ am G NO.: W/BUTTERFLY ANCHOR FOR ITEM #40 _ .- sHEET 3 or 8 ��,4 21 �g T' 30 WRAMEO TO 25 35 V �1 z N ? EXTERIOR cd?- V � O STEEL STRUCTURAL 34 1 Z 2 g2 STUD MEMBER 22 NEW MASONRY W :3 n SEE NOTE BELOW CONSTRUCTIONEMB.- Z Q NO SHIM SPACE 10.8" MIN. Q N UJ y SEE NOTE 23 ' U a BELOW XT RIOR 31 WHEN ATTACLi HfNG TO Y 33 3 A METAL STUD USE 10 X 1.0" 1 g 2 PAN HEAD SHEET METAL SCREW 37 16 SEE NOTE r a. 00 . o� (NOTE: "Z" ANCHOR USED PRIOR BELOW O o J �� TO DRYWALL INSTALLATION.) I TESI4B ¢ �' I`'• W �� d Y . a' . E 4��2 HORIZONTAL CROSS SECTION Z O op3 W^ Oy 4 LATCH JAMB TO METAL STUD 34 r�?- �Z W/Z-ANCHOR p n 2 22 1 O .O O. j W)O pV 7 _ _ NOTE: ^d O .a �• aIo?� N STRUCTURAL WOOD OR STEEL MEMBERS MUST IL CARRY 142 Alit LOAD AND THE STRUCTURAL = x=m MEMBERS MUST BE VERIFIED BY THE e ti APPROPRIATE OFFICIAL y ' �� " 0 o00 at ct cn 17 20Z i 16 B 32 INTERIOR' vl 33 J MIN. 2,250 PSI c�I- Ln CONCRETE XT RIOR vi 2 H RIZ NTA CROSS SECTION oQw HINGE JAMB TO MASONRYo 0 W/T-ANCHOR (TOTAL 5 PER Z 22 ) 7 34 JAMB 18.0' O.C. MAX.) o o a �a NOTE: THE FRAME MUST BE GROUT FILLED 24 OR THE T-ANCHOR MUST BE WELDED STRUCTURAL WOOD TO THE H.M.F. eu11o1Nc CONSULTANTS. INC MEMBER SEE e13.69a.J831 / NOTE BELOW 17 DATE:12/05/00 �d scee N.T.S. INTERIC 20 NOTE: vl a,Indo gC,. 16 8 STRUCTURAL WOOD OR STEEL MEM8ERS MU57 Mr.er: Ti CARRY 142 #1/f1 LOAD AND IHE STRUCIL12AL "'`"- '_„s z 11” a"`•EM. RW 6 _ '•Iinm.i I)aJc Mnnlucl(:untml 32 MEMBERS MUST BE VERIFIED BY THE n Dm"NO NO.; HORIZONTAL CROSS SECTION APPROPRIATE OFFICIAL 1s� � S-2078 4 HINGE JAMB TO WOOD OR METAL STUD W/COMPRESSION ANCHOR SKELT 4 8 SEE DETAIL 8" z � 6" 6"~� "H" SHT. 5 4' U Q o 4 � TYP. TYP. TYP. h 39 TYP. `J to O `na a Cc a d n ° TYP. TYP. 0 Ij 2 vv SE NOT B OW o , . -� c7 U a SEE DETAIL — — "E Ln v �' U SHT. 5 Of m vi Ln ( , ^ INTERIOR "� `,�L •' SEE NOTE BELOW o j oo$ p o (INSWING) / m Jca UV N N SEE SEE W�,> o X h — SEE DETAIL DETAIL n INTERIOR DETAIL cul 0Ay v F.SHT. 5 "F" U C VIEW 0 V, D F.. 4 Z 8SHT. 5 a (INSWING) SH. 5 °z� Q� r TYP. nc 39 4 v �3o a x< ov7 cit m 39 B n TYP. TYP. n o o°? ¢o A A TYP. rj 7 7 TYP. N »� n a II I 7 TYP. I 23" 23" z z z �i 6" 6^ C 7" 8.5^ 8.5" o o_ DESIGN PRESSURE EXT. +55 sf o 00 SEE DETAIL INT. -55 sf J "J" SHT. 5 DESIGN PRESSURE 4 000 EXT. +80 sf 37 INT. -85 sf 1 1 8 —_� 7 0 0 0 o w % N Fy MIN. = 43,000 psi • 3 I MIN. = 1890 (.048") • q q 7 z 1 3i / DETAIL "H" DETAIL "J" DETAIL "E' DETAIL "F" m.75" O SURFACE BOLT STRIKE SURFACE BOLT STRIKE go O O 5" PLATE 70 HEADER PLATE TO THRESHOLDSTRIKE PLATE & DEADSOLT PLATE HINGE TO JAMB & DOOR TO FRAME OR ASTRAGAL 6S` mve 12/05/00 2 Appm1111u1 cnmpyin;;11101 th- SCALE: N.T.S. MASONRY T-ANCHOR �� ';1idxlbaidmXCuJr «L M.BY: TJH (5) REQ'D PER JAMB -� pa,ar: RW � a, �uv. r -c-iaz- t�- .�tiumi Ua�r 1'ru.lucc C..olrvi NQTf.' SPACED 18.0- 0,C. MAXp;,;,;un 3RWlHC No.: �TTERFLY WALL ANCHOR !'�' � ' L�.�� FOR APPLICATIONS NOT UTILI ING (4) REO'D PER JAMB W/ITEM #39 ABOVE 5-2078 EXfST/NG MASnNRY ANCHORS t = .045' 1 S14EU 5 of 8 SEE DETAIL 8' "H" SHT. 6 4• Z N 10, 0 I ZaQC4 d TYP. cNj x o0 TYP. TYP. rNi TYP. N cco m N a ca . cc qj 3 v v SEE NOTE BFI Q :r v , DETSEEAIL a n 40 n ' d TYP. TYP. SHTyE6 SEE NOTE BELOW rc�� to 1 m $o p T- q INTERIOR o$ G i � VIEW SEE SEE SEE INTERIOR 'n 40 (INSWING) DETAIL DETAIL DETAIL O B HT. 6 SHT."6 ��C (INSWING)VIEWD D SHT. 6 4 N3 V) 20 A A 40 L:y 40 oZo� o'� TYP. B Tl rYP. TYP, c Z x a! , 1 1 1 TYP. 1 I 1 t 1 I —' a o- a 1 1 ff xxxxm '1 6" 6' C 23" 8.5" 23" F 7' _ DESIGN PRESSURE 8.5I DESIGN PRESSURE Z g o EXT. En +55 psf EXT. +55 sf -55 sf INT. INT. cr at-55 st SEE DETAIL o t 'J" SHT. 6 N Fy = 43,000 MIN. �5^ 4 z z w z t = .053" MIN. 1 37 u o o u w 3 11 �. 7 C14 cm 0000 N • 37 • 0 1 j o 000-- �)s' 2 l DETAIL "H" DETAIL "J" DETAIL "E" DETAIL "F" md Z Fy = 43 ksi MIN. SURFACE BOLT STRIKE SURFACE BOLT STRIKE WOOD/METAt STUD ANCHOR t = .053" MIN. STRIKE PLATE & DEADBOLT PLATE HINGE TO JAMB & DOOR(3) REO'D PER JAMB PLATE TO HEAOER i aL5^ PtA1E TO THRESHOLD TO FRAME OR ASTRAGALSAME SPACIN. AS 17 M 140 ABOV ATTACH TO WOOD STUD U ING S" 2 Dere 12/05/00 Z-ANCHOR 6 (3) REQ'D PER JAMB ITEM 113 (2) PER STRAP SAME SPACING AS ITEM 140 ABOVE -1-P!i Ina.AhThescu.e: N.T.S. (4) TOTAL PER ANCHOR ° FInrid.lNijoft Cale - N� t„-10— owc,er: TJH ATTACH TO METAL STUD USING- ATTACH TO METAL STUD USING; �n,�u �'-"' I'- - ev: RW �liu i Wd� Mrwtuct C.m.i TEM 37 (2 PER STRAP 2 fJ 10 X 7.0' PAN HEAD BUTTERFLY WAL uit+,i�n, Dnewwc no.: (4) TVAL 2 ANCHOR SHEET METAL SCREWS PER ANCHOR t`ANCHOR Is_IsL.�t, 1 (t S-2078 (3) REQ'D PER JAMB W/ITEM #40 ABOVE t = .045' P- 6 or 8 Ir a z ;x SEE DETAIL 4" 6" 6" H" SHT. 7 QCC ^ ^ `n TYP. TYP, in ` ri a N N v a a TYP. TYP. O 06 -� ^ v SEE N07E BELOW I °p M U a SEE DETAIL HT. 7 }��L } I O w z ut INTER �' SEE NOTE BELOW j col o= I 1 (INSWWING) U SEE SEE SEE N � w�.l < DETAIL DETAIL C IN lR R D D DETAIL N w 2 " •F• }o 9 SHT. 7 SHT. 7 C (INSWING) SH. 7 ElJ p M o3 z z< A A oocn �Q?o ado B 11 TYP. u. (DTYP. a TYP. I f I I I T I 23' 23" z z z z 7" 8.5" o000 6• g" 8.5" 4 mN NOTE: cn 1 STRUCTURAL WOOD OR STEEL MEMBERS MUST 1 J J Z FRONT & BACK SEE DETAIL-— CARRY 142 Jlft LOAD AND THE STRUCTURAL w w w MEMBERS MUST BE VERIFIED BY THE "J" SHT. 7 FRONT & BACK W W Z 2 APPROPRIATE OFFICIAL. DESIGN PRESSURE DESIGN PRESSURE EXT. +55 psf 37 cl w c� ' EXT. +55 sf o 0 0 0 INT. -55 sf 8 - 7 N "*LiINT. -55 sf z 11 2 3 3 ton n" 000 - ® �M" i Z. o DETAIL "E" DETAIL "F" �Buit,Owc DRYWALL COMPRESSION ANCHOR STRIKE PLATE & DEADBOLT PLATE HINGE TO JAMB & DOOR CONSULTANTS, INC TO FRAME OR ASTRAGAL 8T3.684.383t (1) REO'D PER JAMB AT TOP SECURE BOTTOM OF EACH JAMB DETAIL "It DETAIL "J" DATE:12105100 SURFACE BOLT STRIKE W/(2) ITEM #17 SCREW (#8 x 2 1/2") SURFACE BOLT STRIKE Fl-id, [Wide mn., i+h+ne scAtF: N.T.S. FRONT AND BACK PLATE TO HEADER PLATE TO THRESHOLD D1,riJ.nniJtncG.1.• 11aic_T.,� i 2�UL FDF:tAVA-. BY: TJH ?6nx of—r.i 1,?. I L_ RW tif,wi I1uJc Product Contrvl NC NO.: lli.ieio hs Ll*.,:,,dam 5-2078 SHEEP 7 OF 8 VARIES W/WALL SIZE (5 5/8" MIN. WIDTH) 1.73' ass" 5. cc VARIES W/WAL L SIZE x �J 1.268- f" 2' SEE NOTE 1 BELOW N o —r .n t L�_ m w I� VARIES W/ N } n 25" In r! WALL SIZE t1O z 0 -1 .580" DOOR STEEL EDGE CAP _ i 6 TOP. LATCH STI do HINGE 7I ® SGH F FRAME 0 A H OD$IT57� 2 3 4 �xn .040" ROLL FORMED STEEL 46 Z=a$TRaGAL o 1 3 4 L1.938" 1.563" L� N Obi" FORMED 57EEL -i STEEL FRAME PROFI a 16GA. STEEL KEWANEE & FLEMING .25" ^j I 8" NOTE t�1.797" 1. WHEN THE MASONRY T-ANCHOR 1.75" r l —1 t- .75 IS USED THE RETURN LEG ON op �^y n n cN THE FRAME MUST BE NCHO o°q W2� T- LJ u�J L MAXIMUM OR THE T-ANCHOR zo —7 T- MUST BE N07CHED 0.25". uiu<� 0- 1.73"-"i t 1 �z �o SADDLE THRFSHOI D DOOR ROTTOM n °03 0 DOOR STEEL EDGE CAP. OTTOM . 2.031" `2 w o 12 SWEEP. EXTRUDED VINYL TE qi 3 .047" THK. 040" ROLL FORMED STEEL SURFACE BOLT (IVES. .25" STEEL MODEL 455) I aLn 4y 0 0? � a 4- o` TXzx �--- 2.25" {--41�lax .s:----� nh--=---8.0 -- = ---I 8,0 o FRAME HINGE R€INFORCEMENT � Z ASA APPROVED SADDLE THRESHO D FRAME HINGE REINFORCEMENT 5 �? Q O 2 KEWANEE FRAME 7GA. H.R.S. .125 EXTRUDED ALUMINUM FLEMING FRAME 7GA. C.R.S. © z 2 z Ln MAX. PANEL o 0 0 WIDTH 36' I I on •rte w Nr� � 00 O O N N O ® ® 0101 ® ® ® ® ® ® ® ® at'1N z II t\ •00 • 00 9 J�J ® ® moo CONS A/VT9, INC w it ® {� • e e 813.684.3831 a W • • • •® ® •® ® ® • 53 a ® ® ® DATE,120500 \Ppnt ed a+c,mpl�in_witn the scAM N.T.S. ® ® Fhr IloiJin�code 0W0.liY; 7JH o ® ® ® Dil,\a o,�o zz CHK.BY, RW \Iivui Rude Product Cuattul ORA'MNC NO.: m Ui.iiun DoorCraft 5jpej WWor 7-00DOOR MODFIS(IINTERIOR VIEW $-2078 SHEET 8 OF 8 i ,4 - MIAMI-DADE COUNTY,FLORIDA METRO DADE FLAGLER BUILDING WEST FLACLER STREET,SUITE 1603 {u11AMI'DA� (� On MIAMI,FLORIDA 33130-1563 BUILDING CODE COMPLIANCE OFFICE(BC (305)375-2901 FAX(305)375-2908 O DIVISION ,•r PRODUCT CONIR NOTICE OF ACCv- J eld-w en,Inc. 31725 I'1' Gk A is being issued under the applicable rules and regulations governing the use of construction materials. ne documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "Jeld-Wen®Steel'Steel Edge Inswing Opaque Insulated Steel Door APPROVAL DOCUMENT: Drawing No. DC"70-1,titled "Inswing Opaque Insulated Steel Single Door in Wood Frame", sheets 1 through 4 of 4,prepared by R.W. Building Consultants Inc, dated 9/25/00 with revision#2 dated 11/08/02, bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 99-1007.01 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.F. NOA No 02-1211.11 1 Expiration Date: February 11,2008 F1O '' Approval Date: January 16,2003 �,,, Y Page I M I A M I-DADS MIAMI-DADE COUNTY,FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFIC 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION ! t MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANC CL9 Jeld-Wen,Inc. 31725 Highway 97 North Chiloquin,OR 97624 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Jeld-Wen Premium Outswing Single Opaque Wood Door w/wo Sidelites& Bolts APPROVAL DOCUMENT: Drawing No. S-2033, titled"Wood stile&rail door Opaque 6-8/8-0"Sheets 1 through 9 of 9,prepared by manufacturer dated 07/19/04, with revision 14"on 07/15/02, signed and sealed by James J. Dobrowski,P.E.,bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA #02-0722.12 consists of this page l and evidence pages E-1,E-2, and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Herminio F.Gonzalez,P.E.,Director,BCCO NOA No 04-0714.04 �� Expiration Date: August 23,2009 1 =' ' A P- tpproval Date:September 09,2004 6 � FILE COPY Page 1 B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 = 3)Water Resistance Test, per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.21 (b)and TAS 202-94 along with marked-up drawings and installation diagram of single outswinglinswing opaque wood doors with sidelites,prepared by Certified Testing Laboratories,Test Report No. CTLA570W, and 570WC dated July 22,2000 and July 15,2000 and revised on May Ist, 2001 and May P,2001 respectively,signed and sealed by Ramesh Patel,P.E. "Submitted under NOA#02-0722.12" C. CALCULATIONS L Wood strength referenced properties data from, "Wood Handbook"and table prepared by manufacturer "Submitted under NOA #02-0722.12" 2. Anchor verification calculations,dated 8-24-00 prepared,signed and sealed by Mark Fetherman,P.E. (transferred from file#00-0915.05) "Submitted under NOA#02-0722.12" D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1, None E. STATEMENTS 1. Statement letter of conformance and "No finacial interest"dated July 24,2000,signed and sealed by Mark C. Fetherman,P.E. "Submitted under NOA #02-0722.12" 2. Statement letter of no financial interest, dated July 24, 2000,signed by Steve Frey, Products Testing Manager,Jeld-Wen, Inc. "Submitted under NOA#02-0722.12" Hermini F.Gonzalez,F.E. Director,Building Code Compliance Office NOA No 04-0714.44 Expiration Date: August 23,2009 Approval Date:September 09,2004 E- 1 Jeld-Wen,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. Statement letter of compliance, as part of test reports No. CTLA570W, and 572WC both dated July 24,2000, issued by Certified Testing Laboratories, signed and sealed by Ramesh Patel, P.E. "Submitted under NOA#02-0722.12" 4. Statement letter issued by Jeld-wen,dated January 11, 2001,designating Rick Wright of R W Building Consultant, as representative and contact person, signed by Steve Frey. "Submitted under NOA #02-0722.12" 5. Letter of explanation dated May 22,2001, issued by Certified Testing Laboratories for test reports CTLA-570 W,CTLA-570 WB, CTLA-570 WC and CTLA-572 WA, signed by Jim Blakely. "Submitted under NOA#02-0722.12" 6. Letter of explanation dated May 23, 2001, issued by Ramesh Patel, P. E., witnessing engineer Certified Testing Laboratories for test reports CTLA-570 W,CTLA-570 WB, CTLA-570 WC and CTLA-572 WA, signed and sealed by Ramesh Patel,P. E. "Submitted under NOA#02-0722.12" 7. Letter of clarification for laboratory data, issued by Certified Testing Laboratories, signed by Christopher Bennett(Lab Manager) for test reports CTLA-570 W, CTLA- 570 WB, CTLA-570 WC and CTLA-572 WA,signed and sealed by Ramesh Patel,P. E. (witnessing engineer). "Submitted under NOA #02-0722.12" 8. Letter dated July 19, 2001,issued by Ramesh Patel, P.E. Consulting Engineer outlining corrective action for future test report submittal, signed and sealed by Ramesh Patel, P. E. "Submitted under NOA#02-0722.12" 9. Addendum letter dated July 16, 2001, issued by Certified Testing Laboratories for clarification of issues related to test reports CTLA-570W&CTLA-570WC, signed by Christopher Bennett(Lab Manager)and signed and sealed by Ramesh Patel, P. E. "Submitted under NOA#02-0722.12" 10. Statement letter dated July 15, 2002, issued by Jeld-Wen for the extend of revision to the approved NOA#00-0915.05, signed by Steve Frey. "Submitted under NOA#02-0722.12" F. STATEMENTS 1. Jeld-Wen proposal letter dated May 09, 2002 and BCCO response dated 05-18-02 "Submitted under NOA#02-0722.12" Herm#nio F.Gonzalez,P.E. Director,Building Code Compliance Office NOA No 04-0714.04 Expiration Date: August 23,2009 Approval Date: September 09,2004 E- 2 ,)eld-Wen,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Revised test reports CTLA-570 W,CTLA-570 WB,CTLA-570 WB and CTLA-572 WA, issued by Certified Testing Laboratories, signed and sealed by Ramesh Patel,P. E. "Submitted under NOA#02-0722.12" 3. Faxed Laboratory Worksheet data dated July 05, 2001 supplied by Certified Testing Laboratories and thru manufacturer,for test reports CTLA-570 W,CTLA-570 WB, CTLA-570 WB and CTLA-572 WA. "Submitted under NOA#02-0722.12" 4. Various letter of explanation and addendum letter referenced above. "Submitted under NOA#02-072212" 5. Manufacturing plant address of Jeld-Wen series "Nord/Morgan". "Submitted under NDA#02-0722.12" 6. Glazing complies w/ASTME-1300-98. "Submitted under NDA#02-0722.12" G. OTHER 1. Notice of Acceptance No. 02-0722.12,issued to Jeld Wen, Inc, Nord/Morgan Inswing Single Opaque Door w/wo Sidelites& Bolts, approved on September 19,2002 and expiring on August 23, 2004. 2. Letter from the consultant stating that the product is in compliance with the Florida Building Code(FBC). Herminio F.Gonzalez,P.E. Director,Building Code Compliance Office NOA No 04-0714.04 Expiration Date: August 23,2009 Approval Date:September 09,2004 E-3 37.5" FRAME 58.5" OVERALL 78" OVERALL TE1 LDI N® WIDTH FRAME WIDTH FRAME WIDTH PREMILIMWOODDOORS 36" PANEL 19.5" SIDELITE i8" SIDELITE AN WIDTH 12.75" MAX. FRAME WIDTH SASH WIDTH D OPAQUE OUT WING 6-B 8.0 OP t?I/ S D.L.O. SINGLE DOOR W7AND W/O SIDELITES -� LU CENER L NOTES 1. THIS PRODUCT HAS BEEN DESIGNED ESIGNED TO COMPLY WITH 3 HIGH VELOCITY HURRICANE ZONE OF THE FLORIDA BUILDING o w U m O CODE: -i -± Z 2 •� 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. x W W 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS ¢ w Go SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 1 j _ 1 4. IMPACT RESISTANT SHUTTERS ARE REQUIRED. o � Y o- a 5. DESIGNED PRESSURE RATING SEE TABLE PAGE. n 6. SIDELITES ARE AN OPTION AND CAN BE IN A ING R D C NF1 71 N ro o: UJ RESIDENTIAL STILE & RAIL WOOD DOOR p 1 (Common to all (rome conditions) OAU, - I to 2 W a0 (rome Construction: The head and side )amps ore finger 6-8 SINGLE W1(1) SIDELITE ELEVATION 6-8 SINGLE W/(2) SIDELITES ELEVATIQt! <p jointed ponderosa pine measuring 4.5620" X 1.25". The 6-8 SINGLE ELEVAAON > V12 head a side jambs ore Lnortised, butted and joined ALL 5-8 MODELS ARE VIEWED FROM INTER �y o3 m z usinT5 O co ner. The bump thresholds attacheds totthe efloor, ��H �z Doer Panel Construction: The panel is a stile and rail 37.5" FRAME 58.5" OVERALL 78" OVERALL V) < Jw WIDTH FRAME WIDTH FRAME WIDTH 0. a wc� construction. The stiles and rads ore constructed from ppw o solid wood of either Douglos Fir or Western Hemlock. They 36" PANEL 19.5 SIDELITE 18" SIDELITEare laminated with o 0625" thk. wood veneer of the following FRAME WIDTH SASH WIDTH CrCL Z a species: Douglas Fir, Western Hemlock, Ponderosa Pane, WIDTH Northern Red Oak, Red Maple, Block Cherry, Yellow Poplar, Is True Hickory, True Mahogany, Block Walnut, & Red Alder. 12.75" MAX,The veneer face sheet is glued to the stiles and roils. The D.L.O. !top and intermediary roils ore connected to the perimetersstyles w/(2) 1/2" min. dia. x 4" longg wooden dowels and thebottom rail is connected to the perimeter sfiile w/(3) 1/2"dia. min, x 4' wooden dowels. The inset panels ore of Pondemso Pne or Oauglas fir Fiand ore glued into the stiles and roils. o wSid lie Construgtiom Panel is o stile and rail construction ' / a some os the door panel. The glazing is captured betweenthe wood cap on the exterior and the wood glass stop onhe interior. It is wet glazed using PRC 365 silicone. o: TABLE OF CONTENTS 1)SHEET If DESCRIPTION 01 COMMON GENERAL NOTES TYPICAL ELEVATION2 VERTICAL CROSS SECTIONS & B.O.M. 3 HORIZONTAL CROSS SECTIONS 113, 213, 3/3 4 4/3 4 HORIZONTAL CROSS SECTIONS I/4 2/4 & 3 4 5 ANCHORING LOCATIONS, SINGLE W/(2} SL & DETAILS 6 ANCHORING LOCATIONS SINGLE & SINGLE W/(1) SL - 7 GLAZING DETAILS & RAIL DETAILS B FRAME COMPONENTS -4 .9:-SI-5 ELEVATION 8-0 SINGLE W/L) SIDEL ITE ELEVATION 8-0 SINGLE W/C2) SIDELITES ELEVATION 9 DOOR MODELS o.E: 7119104 ALL 8_Q MODELS ARE VIEWED FROM INTERIOR 4000441��I4 g -) x<wMt>r/heM. scxE: NTS � .�� THE SURFACE BOLTS ARE AN OPTION 6w1-tWe WHERE WATER INFILTRATION '""j�� h` USED TO ACHIEVE A HIGHER PRESSURE ` ua�iw0 - 1 7JH REQUIREMENT IS NEEDED ` r� ( SEE SHEET 3 SECTION 4/3 AND SHEET 4 E D.0 cwc.Br, RW 6-8 MODELS +60.Opsf -70.Opsf �'fU SECTION 3/4 FOR SURFACE BOLT OPTIONS &y w+wwe+G NO, 8-0 MODELS W/OUT SOLT +55.Opsf -55.Opsf cw++' 5-2033 8-0 MODELS W/BOLTS +60.Opst -70.Opsf SHEET OF-.a_ Item DESCRIPTION Moterial •' ''� 1 MORD MORGAN/MCODU SYLE At RAIL 6-8/8-0 WOOD DOOR 11 8 1t DOUGLAS FlR, WESTERN HEMLOCK, PONDEROSA PMIS, NORTHERN RED OAK, RED MAPLE, BLACK CHERRY, YELLOW POPLAR, TRUE HICKORY, TRUE 12 8 12 12 MAHOGANY, BLACK WALNUT,&RED ALDER) 1_ 2 HEAD JAMB 1 1/4 x 4 5 8" PONDEROSA PINE p 3 LATCH JAMB f 114 x 4 5L PONDEROSA IN PINE n Z 4 HINGE JAMB 1 I/4 x 4 3/88- PONDEROSA PINE PINE oh W t3 I� C6 73 5 BLANK JAMB 1 I 4—x 4 5/8-PONDEROSA PINE WOOD m TL 3 D; 112- INSI A M ED,TEMPERED GLASS BY PPG GLASS U m 0 0 Q 'L' x ;0 W 6 1 8" TEMPERED GLASS BY PPG GLASS Z = y W 7 INSWING ADJUSTABLE THRESHOLD BY IMPERIAL .051 WALL ALUMINUM Z O L n 2 x u=i i z 8 8 x 2 1 2" PHILLIPS FLATHEAD WOOD SCREW TEE W o 2 N t0 i z 1/4" x 2 1/2" LG. TAPCON OR 3 = m 9 ITW BUILDEX TAPCON OR STEEL Mg 1 cv ff* L r v IELCO TAPCON Lu a i 1.75" MIN. 10 SILICONE CAULK CR LAWRENCE 33S SILICONE I277" PANEL THK. 11 MASONRY WALL CONC. 12 2x WOOD BUCK WOOD 114' MAX. SHIMS W000 D cDw C SEE FULL INSET PANEL 14 COMPRESSION WEATHERSTRIP 0-ION QDS-650 FOAM DETAIL SHT. 7 OF 915 10 X 2 PHILLIPS FLATHEAD WOOD SCREW gyo 16 NORD /NICOLAI STYLE&RAIL 6-8/8-0 WOOD SIDEUTEt �?� w>r DOUGLAS LIR, WESTERN HEMLOCK, PONDEROSA PINE&NORz00 tn� 2 2 4-�- 17 KWIKSET TITAN 400 SERIES LOCK t 114' 1 W L ON i w w 19 LVL MULION SPACER 5 8 x 4 9 16 L"'oAdw w c4 0 20 Wppq CAP FOR .50 THK. CLASS=x6 1 Q 0 2 GLAZING COMPOUND PRC 365 BY DE-SOTO INTER. o ppj a�1.75" MLN. a�x x PANEL THK. `�` Q xd 23 4 x 4 BUTT HINGE 12GA. .089 MIN � 3a2 a w ¢ - d a o -24 9 x 1" PHILLIPS FLATHEAD WOOD SCREW STEEL a O-a > SEE GLAZING °°D 5 10 x 3 PN/LLIPS FLATHEAD WOOD SCREW STEEL =_=r ro 2 f KWIKSET TITAN SERIES DEAD13OLT m e DETAILS "o.) SEE NOTE 6 0 0 Go o 9 to co 27 WOOD CAP FOR .125 THK. CLASS PINE z z z 0 o SHT. 4 `n o m 8 WOOD CAP FOR DOOR EMBOSS PANEL 9 ,o ao , r 0 29 WOOD GLASS STOP FOR .125 THK. GLASS PIN �^ Ln —36- WOOD GLASS STOP FOR .50 THK GLASS PINE cr 2 v�'n ci rn 1 10 x 2 t 2 PHILLIPS FLATHEAD WOOD SCREW STEEL z N rn 0 32 VINYL INSWING DOOR BOTTOM SWEEP VINYL o 33 BRAD TRIM NAIL 1 L ST 0 4 SU ACE L (IVES. .25 L z z z INTERIO EXTERIOR SEE NOTE 6 35 SURFACE BOLT STRIKE PLATE IVES, .125" STEEL STEEL SHT. 4 36 114*CARRIAGE WLT x 3'LG. (SURFACE BOLT ATTACH.). STEEL 0 0 1 37 1/4* JAMB NUT (SURFACE BOLT ATTACH.) STEEL o Q INTERIOR EXTERIOR ^N v o SEE NOTE 40 0 3 SHT. 4 FOR 16 v �`+ Z 9 ATTACHMENT 8 9 I d SEE NOTE ~ 2 SHT. 4 m SEEN01 E N w 4 SHT. 4 2 tRolM1GTR[Y [ DATE: 7/21/00 >d Pbrlf4adoA 11 wvE:1/2" = 1' Ff�Ctide d tw - DOG.BY: TJH - Nz _� •�� .9 .. . � � � • ' � ' � Gait g w .d.. d cNx.of., RW d DRAVANG ND.: M S-2037 t 2 ix.lm 2 sNEEr 2 ov 9 1.15" i MIN. EMB. Q. 15" MIN. C-SINK "+ SEE NOTE 6cb 0 W 8 SHT. 4cc , m >v... 14 7 1 R w EXTERIOR W kn e O INTERI s D C7W Z °�• 36 ow wa T 3137 �? y� t D:oO N SEE NOTE 3 ° 0 13 1 8 4 yQQIZ�T�y_ CROSS SEC710N (SURFACE BOLT VIEW 34 1 7 f R SEE SECTION i/3 FOR ALL OTHER PART CALLOUTS) ' U SHT. 4 THE SURFACE BOLTS ARE AN OPTION I`'1 y .25" MAX. 1.15" f e TO ACHIEVE HIGHER PRESSURES SHIM t 7 8-0 DOORS ONLY 15" MIN. MIN. EMB. v Qj3 0 oN 1 1 ijiy CROSS SECTION C-SINK e 8 oo� o 3 ® LATCH JAMB TO BUCK 5 a 30�o _ 1.15" MIN. • ~~~m .25" MAX. EMB. z Y 8 z z z SHIM rn .15" MIN.�{ ' 0 n w 1612 ct o N C-SINK • 7 ^Q e•' J J z EXTERIOR 6 a W in- zzz � 12 z= o^o - SEE NOTE 6 W nw SHT. 4 t4 6•.�' o- a r.az 21 .� zo. . .. Nw"c om a INTERI p j _o S 8 X / 1— 9 21 SEE NOTE 2 ' Z W W SHT. 4 ti 30 SEE NOTE 610 25" MAX. 13 •s. SHT. 4 1 L e 13 SHIM HORIZONTAL OS? 5QQIIO INTERIOR �� 3 ® SIDELITE TO BUCK. TYP. DATE: 7/21/00 • 1 1 s +dLL Yr lR4it SmEt 1/2" = 1 28 ONG.BY: 7JH t 5 CHK.O'll. RW Q;�tl/' o`{ 6y, oarwuec No.: HORITONTA R TION 23 4 peed C."".1 5-2037 0 HINGE JAMB TO BUCK s�ecT 3 9 i SEE NOTE 2 SEE NOTE 6 SHT. 4 e SHT. 4 33 @-\ 9 18 EXTERIOR 3 3rnW 5 mcr-� 168 SEE NOTE 1 I d 0 0 ZY SHT. 4 z =� .W r Z_ II U li�l I I tl! LL 7 0 ^z EXTERIOR R°' 14 = E 6 ^a �¢ 36 iuj /7 �� INTERIO � aYa L -1 37 34 Q:Zw \ 3 7 FA 7 1 03 +111 i 10 U zS 4 SEE SECTION 1/4 FOR ALL OTHER PART CALLOUTS) THE SURFACE BOLTS ARE AN OPTION Q 9 TO ACHIEVE HIGHER PRESSURES I or N W o 30 10 28 8-0 DOORS ONLY �3 w 2� ��N y 5 I T RI R 1 r=;o otic SHT. 4SEE 0TE 2 SEE NOTE 6 SEE NOTE 6 "'W3 �z 8 SEE NOTE 3 SHT. 4 i9 loo 7c SHT. 4 SHT. 4 18 0 ooQ�. ~ U 1 HORIZONTAL CROSS SECTION 17 4 33 a 3x02 a � ® LATCH JAMB TO SIDELITE m SEE NOTE 1 SHT. 4 8 20 NOTES: (TYP. TO ALL FRAME CONFIGURATIONS) 5 Z Y 2 1. SPACING FOR ITEM 18 AT THE MULLION IS AS y FOLLOWS; 8-0 UNITS 6" DOWN FROM TOP ._ SEE NOTE 6 z - & (6) MORE AT ® 14.375" O.C. SHE 4 t4 16 z ' o 6-8 UNITS SAME AS THE PERIMETER SPACING 2 21 d 6 _ FOR THE 6-8 UNITS. a 2. SPACING FOR ITEM 18 ATTACHING THE SIDELITE INTO FXTERIOR o: THE FRAME: 6" FROM TOP AND BOTTOM CORNERS AND (2) MORE EVENLY SPACED, (4) TOTAL. w 3. WHEN ATTACHING STRIKE & DEADBOLT PLATES TO o THE JAMB USE: ON SINGLE UNITS; ITEM 131 (110 x 2 1/2"), ON SINGLE UNITS W/SIDELITES ITEM z 125 (110 x 3"). w v) i 4. THE THRESHOLD IS NOT ATTACHED TO THE FRAME, IT IS i T I R t 8 29 o w NOTCHED AND ATTACHED TO THE FLOOR WITH ITEMS 19 1/4" x 2 1/2" TAPCON AND 110 (CR LAWRENCE �� SEE NOTE 2 30 w o 33S SILICONE CAULK). APPLY A CONTINUOS BEAD 10 SHT. 4 .125" THK. x .375" W. AROUND ALL (4) OUTER EDGES 1� 24 15 WITH A MINIMUM OF (2) ROWS IN A ZIC ZAG PATTERN I IN THE MIDDLE THE ENTIRE LENGTH OF THE 23 tRODUCPREvimD DATE: 7/21 00 dw THRESHOLD, .125" THK. x .375" W. friyCLiesu�E.t/2" - 1" 5. THE TOP CORNERS OF THE DOOR FRAME, AND ALL DM. BY: TJH FOUR CORNERS OF THE SIDELITE FRAME ARE STAPLED _ -G f / Z HORIZONTAL CROSS SECTION cHK.BY: RW TOGETHER USING (3) 16GA. x 2" LG. x 1/2" CROWN 4 ® HINGE JAMB 70 SIDELITE DRwW NO, STAPLES. Csl..t S-2037 6. SPACING FOR ITEM 121 & 131 IS A MAX. OF 8" O.C. SHEET 4 or 9 SEE DETAIL "F" SEE DETAIL SEE NOTE 5 SHT. 48-0 8-0 ONLY 4 25" "D" TYP. ALL HEADER CORNERS 4.25" 6" 6" r4.25" 3" 3" I SEE DETAIL D Poo z W SEE NOTE cr SHT.�a •-� l o l l I I 1 I O i 1 �O Uz m O O yW C ll. to L "a 3 � co x _ x o = E o SEE NOTE 1 SHT. io to H) _ 4 & JAMBS `fid' _ I SEE DETAIL O LABELED A & B O ^ Y 4 "E" TYP. TYP. NN tn � a "NO O o N B o o Kn N �IOy O� � OW in M PnO � O Ad C "' 3 cooWo U in In SEE DETAIL — — coo a KNn 04 "E ° 3pZ to to SEE DETAIL "G" O z==r C C TYP. 8-0 ONLY TYP. C C ~l L B 3" 3" B I OI I 9 ' N �-^ • m SL$ 8-0 8-4 8-0 Q Sz 8 z i ANCHORING MULLION ANCHORING MULLION 4.25" �i 6" 6 4.25"MULLION ANCHORING� MULLION ANCHORING Q a Q p ATTACH. ATTACH. 4 25" (_ SEE NOTE 4 25" ATTACH. ATTACH. w w w Ln SEE NOTE SEE NOTE 4 SHT. 4 SEE NOTE SEE NOTEw w w w 1 SHT. 4 1 SHT. 4 1 SHT. 4 1 SHT. 4 O O V 31 000 :2`4 SEE DETAIL "G" o 0 7 000 31 5 ANCHORING LOCATIONS. SINGLE W/(2) SIDELITES Q 6-8 & 8-0 UNITS 35 9 "� "z SEE NOTE INSWING JAMBS (VIEWED FORM INTERIOR) 35 n. 3 SHT. 4 DOOR PANELS NOT SHOWN FOR DETAIL "F" 24 CLARITY OF ANCHOR LOCATIONS 8-0 ONLY DETAIL "G" B-0 ONLY 24 g24 31 5 / aTE: 7/24/00 C ?� ��M/iMtMLLIM/iri� SCALE: NTS SEE NOTE ,, �� y 3 SHL 4 / U M.BY: TJH "`�`aew -0� y. -_ CHK.eY: RW DETAIL "E" ORAWNG W, DETAlt "D" «KCo.erei S-2037 SHEET 5 OF_a_ .406" GLASS BITE .25" STEEL NORD DOOR .50" WOOD 22 INTERCEPT SPACER 1.75 DOWEL x 4.0" LG., 2PLCS 16 20 DIM. A" MORGAN/NtCOLAI DOOR .625" WOOD .125" INSULATED NORD DOOR .50" WOOD DOWEL x 4.0" LG., 2PLCS TEMPERED GLASS DOWEL x 4.0" LG., 3PLCS ^Z MORGAN/NICOLAI DOOR ,625" WOOD W DOWEL x 4.0" LG., 3PLCS 1.75" m I=3 .25" AIR 1J G 0 SPACE " 1.75" o ? ` 2 Lu .277 �11 00 125" INSULATED co P1 30 TEMPERED GLASS 3 = to t---2.625" n W v 10 a Y In .50" INSULATED TEMPERED LASS w 1v I GLAZING DETAIL N SCALE: 1/2" = 1" a N w NORD DOOR .50" WOOD N a o oc�i,w DOWEL x 4.0" LG., 3PLCS p alp �z1� Ln Lo MORGAN/NICOLAI DOOR .625' WOOD ct: a� .406" GLASS DOWEL x 4.0" LG., 3PLCS 3 I W w BITE it\3 m o0 N in W �""� DIM. A" 16 22 N ; N TOP RAIL n N SCALE: 1/2" = 1" qui 00 �_ 27 I o e z pact �d b 4d %=e7o 1.75"�{ a 3p? a o I IM z zm I �� .125" TEMPERED Iq� 1 ---.277" GLASS .* 21 29L HLOCK RAIL II z F--2ui .625" INTERMME IAT_MLIOM STILE N In of � to z BOTTOM RAIL SCALE: 1/2" = 1" .125" TEMPERED T�Mp�R�D GLAS SCALE: 1/2" = 1" W—z GLAZING DETAIL w DIMENSION A" CHART NORD DOOR HOLE FOR .50" WOODSCALE: 1/2" = 1" OPENING FOR .15 ADOWEL x 4.0" LG., 2PLCS1/8" GLASS 152" MORGAN/NlCOLAI DOOR HOLES FOR 1/2" GLASS 527" Lm"' 625" WOOD DOWEL x 4.0" LG.. 2PLCS . z INSET PANEL .277" _/ SIDE STILE D SCALE: 1/2" = 1" NOTES: 1. DOWELS ARE GLUED AND PRESSED 2.0" INTO w : DIM. VARIES W/DOOR MODEL N PftODUCI'REVItiy.[r DATE: 7/24/00 THE RAILS AND STILES AT PANEL ASSEMBLY 'n N Om pw"wWtherhnnw SCALE:AS NOTED WITH PVA TYPE "1" EXTERIOR GLUE. > OMS fra04 714.04Owc.By: TJH 2. THE INSET PANELS ARE NOT GLUED INTO THE STILES OR RAILS. THEY ARE LEFT TO FLOAT WITH THE y Cw.BY: RW DOOR AS IT EXPANDS AND CONTRACTS TO ELIMINATE INSET PANE Cm DRAWING NO, DOOR CRACKING. S-2037 SCALE: 1/2" = 1" SHEET 7 GF 9 .406" GLASS BITE .25" STEEL NORD DOOR .50" WOOD 20 22 INTERCEPT SPACER 1,75" DOWEL x 4.0" LG., 2PLCS i6 DIM. A" MORGAN/NICOLAI DOOR .625" WOOD 125" INSULATED NORD DOOR .50" WOOD DOWEL x 4.0" LG., 2PLCS TEMPERED GLASS DOWEL x 4.0" LG., 3PLCS 2 MORGAN/NICOLAI DOOR .625 WOOD C�W DOWEL x 4.0" LG., 3PLCS 1.75" m cc 3 .25" AIR o U m C+C1 SPACE `� 1.75" o Z = vi W .277" Z LL o .125" INSULATED ~ W 'e =o 21 30 TEMPERED GLASS 3 2 m v -j .- R,- 2.625" u � v R a Ln co c� .50" INSULATED TEMPERED GLASS w 04 Ln GLAZING DETAIL N p �� SCALE: 1/2" = 1" ni N 0 p3= NORD DOOR .50" WOOD � N o 0§, DOWEL x 4.0" LG., 3PLCS -,In� MORGAN/NtCOLAI DOOR .625" WOOD mopes .406" GLASS DOWEL x 4.0" LG., 3PLCS 3 dcoz m op BITE rb: N W �� E- DIM. A" Lu at w Z d *LJ rn N a In TOP RAIL �(D a N�N SCALE: 1/2" = 1" u vluj3 gatao o oo�m o1.75" -j a0aom .125" TEMPERED -) �- .277"GLASS v K�LOCK RAIL Z2.625WTERMMEDIA4TE STILE N c N BOTTOM RAIL SCALE: 1/2" = 1" ujcr cr .125" TEMPERED GLASS SCALE: 1/2" = 1" o 0 GLAZING DETAILI F w SCALE: 1/2" = 1" DIMENSION "A" CHART NORD DOOR HOLE FOR .50" WOOD °p OPENING FOR DIM. A" DOWEL x 4.0" LG., 2PLCS IN, o 1/8" GLASS .152" MORGAN/NICOLAI DOOR HOLES FOR 1/2" GLASS 527" � � 625" WOOD DOWEL x 4.0" LG., 2PLCS —� —DIM. A" z INSET PANEL .277" SIDE STILE SCALE: 1/2" = 1" NOTES: 1. DOWELS ARE GLUED AND PRESSED 2.0" INTO _ DIM. VARIES W/DOOR MODEL in rROttt1G1'REVLti&d: DAM 7124100 THE RAILS AND STILES AT PANEL ASSEMBLY R NF ^ raforyheg«WuaFSn.r. WITH PVA TYPE "1" EXTERIOR GLUE. $ufrCL� SCALE:AS NOTED Ila OG- x14.04 m.BY: TJH 2. THE INSET PANELS ARE NOT GLUED INTO THE STILESU*VDone 3 OR RAILS. THEY ARE LEFT TO FLOAT WITH THE CHK.BY: RW DOOR AS IT EXPANDS AND CONTRACTS TO ELIMINATE � By BBAMNG No.: DOOR CRACKING. INSET PANEL S-2037 SCALE: 1/2" = 1" SHEET ] OF 9 �--1.25"---{ F—2.040" r o m m x = oc x O x f.562458hi" ? 5'I t- .75" -{ a y OD T �.75"r � 1.125" _ o —{.75 2.031". T s r -i 2rA _ m O d PRODUCT; mF^ wo0D STIRAIL DOOR JELD-WEN,INC. OPAQUE 6-81;R INSWING �00 nv v 3 07 13 01 GENERAL REVISION TJH INCLE W & W 0 SIDELITES 401 Harbor Isles Blvd 2 05103101 G NERAL REVJSJON TJH PART OR ASSEMBLY: A ; Klamath Falls,OR 97601 Ie = o0 1 04 19 O1 GENERAL REVI JON TJH NO DA E ONS BY FRAME COMPONENTS PH. 1.800.JELD.WEN REV,SI . . ....... .................... 1 o w 0 1 i- 6-8 = 80.0" • m m 8-0 I y. a • m N) m - _ • m 4j 0 • m �g n i< PRODUCT: p WOOD STILE �C RAIL DOOR JELD-WEN,INC. OPAQUE 6-8/8-0 INSWING 401 Harbor Isles Blvd Ito O o Z � 7 13 1 NE ALR I N JH INGLE W & W O SIpELITE 2 0 O 01 G NE AL RLVISION fJM PART OR ASSEMBLY: Klamath Falls,OR 97801 NO DATE 01 C N AL I I N TBY PH. 1.800.JELD.WEN R ISION DOOR MODELS JELD-WEN® STEEL 37.3/4° O.A. MAX. FRAME WIDTH Cr Ov 36" 2 N INSWING OPAOUE SINGLE DOOR O.A. MAX. PANEL WIDTH STEEL EDGE INSULATED STEEL DOOR WITH WOOD FRAMES 37-3/4" } t. O.A. MAX. FRAME WIDTH V <CIC o 36' Z ZR 0 N O.A. MAX. PANEL WIDTH J Tzco ® Z X �- GENERAL NOTES � N z < Di M U a 1. THIS PRODUCT IS DESIGNED TO MEET THE FLORIDA BUILDING CODE. ® z z z 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER vi LOADS TO THE STRUCTURE. c z n ? 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON ^ � m n LU DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND m rT ? 01 m Luz p cn WALL DRESSING OR STUCCO. 1- CO 11 p ti C ti 4. IMPACT RESISTANT SHUTTERS NOT REQUIRED w u = o -9 p 00 W p Z Z 5. DESIGN PRESSURE RATING SHALL BE AS FOLLOWS: = is O w o Q vl"i 3 w O iz - FOR 6'8" WOOD FRAMES - SEE TABLE SHEET 1 O a c=j ao 3�? - FOR 8'0" WOOD FRAMES - SEE TABLE SHEET 1 a x 3 = 1, "Z 6. THIS SYSTEM WAS TESTED FOR 2.86 LBS. WATER PRESSURE a ,�-,, 07 x = � O x = O 7 W In AS PER ASTM-E331. a a T z p�a 7. THIS SYSTEM DOES NOT MEET THE WATER REQUIREMENTS FOR USE IN a w a a "HIGH VELCITY HURRICANE ZONES" WITHOUT QUALIFYING OVERHANG. 4p LL i Z 3 m < d E O W 4 EdfY O K O J= to INSWING INSULATED STEEL DOOR d Q z (Common to all frame conditions) o Z m N Door Leaf Construction Z_ Face sheets 24 ga. (0.020") minimum thickness, Galvanized steel A-525 commercial quality - AKOQ 6'-8" Height 8'-0" Height per ASTM 620 with min. yield strength Fy=26,240 psi. 2 o w Core design: Expanded polstyrene with 1.0 to 1.25 Doo a lbs. density. o Construction: steel face sheets glued to expanded polystyrene (EPs), With steel rails and steel Stiles a 6 PANEL EMBOSSED DOORS —o woad lock block reinforcement. VIEWED FROM EXTERIOR_ ~z -- ---- - (SHOWN FOR CLARITY OF VIEW) � Buaowc CONSULTANTS, INC 813.fi59.9197 TABLE OF CONTENTS D E S I G N P R E S S LJ R E RAT I N G DATE: 9/25/00 '----- --- - WHERE WATER INFILTRATION W- SHEET WHERE WATER INFILTRATION SCALE: N.T.S. DESCRIPTION REQUIREMENT 15 NEEDED REOUIREMENT IS NOT NEEDED ----- --- —_ WITH QUAUFYWG 9V[RHANG) DWG er: TJH 7 COMMON (GENERAL NOTES TYPICAL ELEVA110�_ -- •P cr.r1!o!nWKht!. -— --- POSITIVE NECA_iIVE POSITIVE NEGATNE in 1 f a i1- CD3 2 VERTICAL CROSS SECTIONS & BILL OF MATERIAL_ _ - CHK,er: RW _3 liORiZONTAL CROSS SECTION 6'8" 80 OP r 80.OP r 80 OPsf 80 OP�r fkJn -- VRA.Nc ne V 4 ANCHOR LOCATIONS - i' L c.-r..nu�,w:yw'{ DC9970-1 — — -- -- -- — 8'O" 6T OP r 65 Psr 6l OPsr F5 OPsi - -- - P;y- - SrIFET _L or 4_. 4.5625' ITEM DESCRIPTION = 1 Latch iamb 1.2 x 4. w rabbet Wood 1-- °... ° 2 Hinge jamb kI.25 x 4.56" w 1/2- rabbet Wood 3 Heod jamb 1.25 x 4.56 w 1 2 rabbet Wood 30 MIN. 1.15' EMB. 4 4 x 4 butt hin es 1 a. . Hager ? 9 X t PFH wood screw hin a to door m of 31 6 9 X3 4 PFH wood screw hin a to frame U Q r 8 x 3 PFH wood screw with 1.15 min. emb. into sub—buck z 0 p 32 8 10 x 2 PFH wood screw — X N X 9 3 16" to min. embedment 1-1/4" into mason 2 —C 10 1 2 x 5.0con ADA Threshold Ext. Aluminum 6063—T5 W 3 .25' MAX. SHIM SPACE 11 1.25 x 4.56 Inswingadjustable threshold Aluminum Wood 3 12 N—A p N 13 lCompression weatherstrip Schlegel — on QDS 650 Ul —r 14 12 X 3" PFH wood screw C") U 0" 'E t5 9 x i PFH wood screw a 0 7 16 Face sheet 24 o. .020 thk.min aiv.steel A-525 FY=23 300 Dsil 1 8 x 2" PFH wood screw z z i < i3 .� 18 To Rai' 1.73" x 1.21" x 0,021" thk Steel Z 3 = 18 19 (bottom Rail 1.73 x 1.21 x 0.021" thk Steel w 2 Z ^ O o ID 20 Side stiles 1.73" x 1.21' x 0.021" thk Steel -W O C� z z `� z ; � m 21 lock reinforcement 1.67 x 3.0 x 18.75 Wood I 22 Strike plate Cy1n w n 0 23 1.18 x 1.18 x 94 MDF board a �p 24 0.50 1.69 Door Panel sweep Vin I O W 00 m LO Co S lock reinforcement 1.67 x 3.0" x 11.75") Wood C7 t~i13 O E I = z 26 Expa Poi st rene 1.0 to 1.25 Ib. Density) BY JELD—WEN ZOZ uN v T , N w w 27 Kwikset titan series lock 200 (n a ID p p E E r = Y I Herit Series L t hbolt ?g a o U n Kwikset titan series deodbolt 66D o Z)O _ R R ua `" 28 Yole Herita a Series Deadboit ¢ U) CC w m w O O 29 Latch screws 8 x 1-112" P.F.H. W.S. n a _ x i R R 30 Mason wait z >- w W ¢ a 31 2x wood buck f 3 m Y _ x 32 t 4" max. shim s ace Ly JU N �Z Z Ci 1 Cl W¢ O d 1.75' Z03 w a o 24 Cr 0 t t OPTIONALco a "HANDICAPPED" BARRIER FREE THRESHOLD10 ooq • ` • L25' }T " O.S' ---JJI _ • 4 • ^ [ONSULTANT$, IMC •O 91 3.659.9197 INSWING_ADJUSTA LE_THRESHO_Lp oAr: 9/25/00 UF_RTICAL. A MIN. 1.25' EMB. SCALL. N.T.S. R��)J JE�110 1\J�7� ELli . .. - .• By. ��` 37.75' MAX. FRAME WIDTH CC cm 32 36.0' MAX. PANEL WIDTH ? O1 cn 17 Q cc to 6 O 30 22 Z 3 N INTERIOR 1 a }--� = Z rj 16 20 �J \ 8 1Z('S s a^o 26 t.75' 0.020' S ~S T O a LO O ^ `1(r) v ° tLi l 2 2 7MUCL 4.5625' n e W W 23 13 . W z Q z + 2l ,+p o o• EXTERIOR C'L a Z' 7 0�3 ui m Ncn 2 N CC N �I•-�'' 1 3 La �o 1.25' 27 ��o o 1.15' MIN. EMB. 2 31 ¢I ?LO� 0.25' MAX. SHIM SPACE a a z3m 36' MAX. PANEL WIDTH HORIZONTAL CROSS SECTION wo El ED El EB ®® a 1303 ®® o W N ®® P Z Q a ®® I ®®1 ®® ®® 11 ® Ono CONSULTANTS, INC ��(( x = 813.659.9197 � w ®®® J m w DATE: 9 j ®® ®®® a /N 7/00 .�----- _�- -®..® I ®®® L- scue— ----�— a �.:�r.'f ... . ,�:: DWG.an TJH Q2..LlI l� DRAWING No.: DC9970--I } tlfil4< srlt ET 3 or 4 3 cc 7 py z tl mac^ ' 2 Z CT7 z m 6�� 1 2 6" F9 —T 7 � T =v ® ® ^ O� 7 17.125' T MUa t 13.825' TYP, � 26' W JW 17.125' uj p z 31.25' a� O 13.825' TYP. f1 4 W 0 OWO � O B 28 z"'3 W } 4 28 17.125' AA co )13.825' TYP. j g of 27 5.5' 27 12.0' o Z p 31.25' 17.125' n a 3 13.825' TYP. 7 o � m 125'17 Z . QZ Z 13.825' TYP. 1.1¢ O Z � LJ o H �Q 0 6'8 ANCHOR LOCATIONS 8'0 ANCHOR LOCATIONS �o —O Z BUILDING fj CONSULTANT$, INC p 14 NOTE HANDICAP THRESHOLD REQUIRES A13.659.9197 0 0o o0 7}— 3/16' TAPCNN TYPE ANCHOR AT 6" DATE__9/25/00 o o FROM EACH END & ONE AT CENTER scA e N.T.S. CJ- WITH 1.25' MIN EMBED, INTO MASONRY. Dwc e. TJH _ i_�� /"' /r CHK.BY. R '� .��1`ti 1'kkbi DRAWING NO., _.__ DC9970-1 .y' sNEE� 4 or 4 m R ding Consultants, Inc. Bneering Services for the Building Industry 1 3595 Phone 813.659.9197 Facsimile 813.754.9989 C��Q sional Engineers Certificate of Authorization No.9813 cation Report Report No.: Date: July 27, 2005 Product Category: Windows Product sub-category: Single Hung Product Name: 2100 Series-Model 2160 Extruded Vinyl Single Hung Window Manufacturer: Silverline Building Products Corporation One Silverline Drive North Brunswick,NJ 08902 Phone—732.435.1000 Facsimile—732.247.6820 Scope: This is a Product Evaluation report issued by R W Building Consultants,Inc.and Wendell W. Haney,P.E. (System ID# 1993)for Silverline Building Products based on Rule Chapter No.9B- 72.070,Method 1 d of the State of Florida Product Approval,Department of Community Affairs- Florida Building Commission, RW Building Consultants and Wendell W.Haney,P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code(2004 Edition)and where pressure requirements,as determined by Chapter 16 of The Florida Building Code,do not exceed the following design pressures: Design Pressure Rating: Maximum Design Pressure Rating Positive 50.0 PSF Negative 50.0 PSF (See Limitations for size restrictions) See Drawing No.:FL 404 prepared by R W Building Consultants,Inc. and signed and sealed by Wendell W.Haney,P.E.(FL#54158)for specific use paramete4endelane an , j ►ate.. .,4.. August 1, 2005 FILE COPY Sheet 1 of 1 Limitations 1. The 2100 Series-Model 2160 Extruded Vinyl Single Hung Window has been evaluated and meets the requirements for use within the State of Florida including the"High Velocity Hurricane Zone". 2. When used in the"High Velocity Hurricane Zone"this product is required to be protected with an impact resistant covering that complies with Section 1626 of the Florida Building Code. 3. When used in areas outside of the"HVHZ"requiring wind-borne debris protection this product is required to be protected with an impact resistant covering that complies with Section 1609.1.4 of the Florida Building Code. 4. Size Limitations: Configurations MAX. Width MAX.Height Single O 54.5" 64.5" X 5. The Design Pressure Rating for the various size units are as follows: Overall Overall Overall Day Light Design Pressure Rating Fin Frame Glass Type Dimension Dimension Dimension Positive Negative (0)48.125"x 28.125" 1/8"Annealed 54.5"x 64.5" 52"x 62" (X)48.125"x 28.125" Air +35.0 PSF -35.0 PSF 1/8"Annealed (0)41.125"x 28.125" 1/8"Annealed 47.5"x 64.5" 45"x 62" (X)41.125"x 28.125" Air +40.0 PSF -40.0 PSF 1/8"Annealed (0)36.125"x 28.125" 1/8"Annealed 42.5"x 64.5" 40"x 62" (X)36.125"x 28.125" Air +45.0 PSF -45.0 PSF 1/8"Annealed (0)32.125"x 28.125" 1/8"Annealed 38.5"x 64.5" 36"x 62" (X)32.125"x 28.125" ` it +50.0 PSF -50.0 PSF 1/8"Annealed WendellW. ane E. FL No. 54158 August 1,2005 Sheet 2 of 3 Supporting Documents A Drawing 1. Drawing No.FL 404 titled 2100 Series,Model 2160 Extruded Vinyl Single Hung Window prepared by R W Building Consultants,Inc. (Florida Board of Professional Engineers Certificate of Authorization No. 9813)signed and sealed by Wendell W.Haney,P.E. B Tests Performed 1. Testing per Metro-Dade County Protocol TAS 202-94 as performed by Architectural Testing,Inc. and reported in test report number 01-44453.01,dated June 5,2003,signed and sealed by Joseph A. Reed,P.E. 2. Plastics testing(Extrusion)in accordance with the"High Velocity Hurricane Zone" substantiated by Issuance of Miami-Dade Notice of Acceptance 02-0523.01,expiring August 15,2007. C Calculations 1. Product anchoring is in accordance with manufacturer's published recommendations as substantiated by tested specimens reported in test report#01-44453.01. 2. Buck anchor analysis for loading conditions,prepared,signed and sealed by Wendell W. Haney,P.E. 3. Glass Load Resistance Report ASTM E1300-02 prepared by Wendell W. Haney,P.E. D Other I. Certificate of Participation issued by National Accreditation&Management Institute,Inc., certifying that Silverline Building Products Corporation is manufacturing products within a quality assurance program that complies with ISOIIEC 17020 and Guide 53. ID#S-019-1. Wendell W.Haney, FL No. 54158 August 1,2005 Sheet 3 of 3 - BUILDING PRODUCTS CORP. wl N 54.5" WIDTH a , 1 SILVERLINE DRIVE NORTH BRUNSWICK,NJ 08902 PH.732.435.1000 FIN TO FIN qg 52" MAX. OVERALL li FFRAME WIDTH e r-- 48.125" 3 2100 SERIES, MODEL 2160 MAX. D.L.O. 10 EXTRUDED VINYL In J SINGLE HUNG WINDOW W Z o W d o % z1-10 >_ W NU- N X Zo3 0 N O � mWW of Wvf 2yU� QK wou a �� GENERAL NOTES o 0 1. THIS PRODUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE CL j-') a WITH THE FLORIDA BUILDING CODE INCLUDING THE "HIGH VELOCITY HURRICANE ZONE". m 2. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. N 3. WHEN USED IN THE "HIGH VELOCITY HURRICANE ZONE" THIS OVERALL OVERALL OVERALL DESIGN PRESSURE m t z PRODUCT IS REQUIRED TO BE PROTECTED WITH AN IMPACT GLASS W o FIN FRAME DAY UGH7 2 RESISTANT COVERING THAT COMPLIES WITH SECTION 1626 TYPE o N OF THE FLORIDA BUILDING CODE. DIMENSION DIMENSION DIMENSION POSITIVE NEGATIVE N ill 0; 4. WHEN USED IN AREAS OUTSIDE OF THE "HVHZ" REQUIRING (0) 48.125" x 28.125" 1/8" ANNEALED Z WIND-BORNE DEBRIS PROTECTION THIS PRODUCT IS REQUIRED 54.5" x 64.5" 52" x 62" AIR +35.0 PSF -35.0 PSF �+ TO BE PROTECTED WITH AN IMPACT RESISTANT COVERING (X) 48.125" x 28.125" 1/8" ANNEALED THAT COMPLIES WITH SECTION 1609.1.4 OF THE FLORIDA 1/8" ANNEALED o 0 BUILDING CODE. (0) 41.125" x 28.125" 47.5" x 64.5" 45" x 62" AIR +40.0 PSF -40.0 PSF H (X) 41.125" x 28.125" 7/8" ANNEALED n w� 1/8" ANNEALED r+ z TABLE OF CONTENTS 42.5" x 64.5" 40" x 62" (0) 36.125" x 28.125" AIR +45.0 PSF -45.0 PSF DAh:12127104 SHEET # DESCRIPTION (X) 36.125" x 28.125" 1/8" ANNEALED .: N.T.S. 1 TYPICAL ELEVATIONS DESIGN PRESSURES & GENERAL NOTESDWG.a+: EW 1/8" ANNEALED 2 VERTICAL & HORIZONTAL CROSS SEC7IONS (0) 32.125" x 28.125" crac.BY. WWH 3 BUCK & WINDOW ANCHORING 38.5" x 64.5" 36" x 62" (X) 32.125" x 28.125" AIR +50.0 PSF -50.0 PSF DPAMG NO.: 4 BILL OF MATERIALS, GLAZING DETAIL & COMPONENTS 1/8" ANNEALED FL-404 Ser 1 OF 4 n_ 4" 8" MAX. s ON CENTER a a d 23 v TYP. SEE NOTE 11 2X SUB BUCK j c�io —1 WINDOW o 3 FRAME x w aW0 3 3 _ZZ �W vp�Z J 30 mw=w �Z TYP. SEE zNc��2 m¢ NOTE #1 -au,o o Etm 4 ..'a. N En Lu �L Z 2X SUB—BUCK TO MASONRY ANCHORING WINDOW FRAME TO BUCK ANCHORING g _ NW �o W Z N� Q O O W ci N�Q N Q NOTES: c Z 1. ADJUST 7APCON LOCATIONS, IF NECESSARY, TO MAINTAIN A APPLY A GENEROUS BEAD OF COMMERCIAL DATE:12127104scat: N.T.S. MINIMUM 2.0" CLEARANCE FROM MORTAR JOINTS. GRADE CONSTRUCTION ADHESIVE TO THE BACK OF THE FIN AROUND THE FULL MG.BY.- EW 2. FOR 2X STUD FRAMING CONSTRUCTION, THE ANCHORING OF PERIMETER AS SHOWN. CNK BY: WWH THESE UNITS SHALL BE THE SAME AS THAT SHOWN FOR 2X DPAWING No.: BUCK MASONRY CONSTRUCTION. FL-404 SHEET 3 GF 4 4 2" MIN. 2" MIN. FROM EDGE FROM EDGE (TYP.) (7YP.) 24 ', ll P SEE NOTES ¢ 1 & 2 3 2 FIN (TYP. OF 4) 9 g~ SEE NOTE 3 22 g 1-1/4" MIN. 21 V EMB. (TYP.) �o _ z EXTERIOR 1' INTERIOR 10 ao�3 N F 1-1/4" MIN. EMB. (TYP.) 25" MAX. 25 27 z = 17 Zo3 0p SHIM 7HK. W o�z} =vi 14 = m 3S ZD—. .v v. 2 K 8 WW2 2 ut �W a. �♦ e> W W m� W 6o g 52" MAX. OVERALL FRAME WIDTH = j 3 LnW� ¢o Z�� N O o. Ell 26 17 75 7 24�D a a' J 12 ' UIC�V)O W o N > j O ,3 0 5 a c0� ,' o IN IOR e X 4 18 �m Lu N o � 16 I ° . _ .a O �r-71 6WiS U N19 �3 oEXTERIOR y24 23 20 2 N 0 54.5" OVERALL WIDTH FIN TO FIN 23 25 2 HORIZONTAL CROSS SECTION o w NOTES: 2 �"o N •c. 27 1. LOCATE OPERATING SASH LOCKS 7.5" FROM EACH END OF THE ACTIVE MEETING RAIL, FASTEN WITH (2) #8 x 3/4" SELF TAPPING SCREWS. .v imm 12127104 . . a 2. LOCATE SASH KEEPER 6.5" FROM EACH END OF THE MEETING RAIL, FASTEN WITH (2) #6 x _ .a scu.E: N.T.S. 3/4" SCREWS. °'"G.BY. RAH cw.or. WWH 3. WEEP HOLES .375" WIDE x .090" HIGH LOCATED 3.0" FROM EACH END OF THE INTERMEDIATE 1 VERTICAL CROSS SECTION WAWNG NO, SILL LEG DRAINING THE INTERIOR SILL HOLLOW INTO THE EXTERIOR SILL HOLLOW AND ONE 3.0" 2 FL-404 FROM EACH END OF THE SILL FACE DRAINING THE EXTERIOR SILL HOLLOW. SHEET_L OF 4 a ITEM DESCRIPTION MATERIAL 5/8` OVERALL L, 1 EXTRUDED PVC MAIN FRAME NAILING FIN TYPE 2161 * PVC o GLASS THK. n 2 EXTRUDED PVC SILL CNAILINC FIN TYPE 2163 * PVC 8 0 1/8" ANNEALED GLASS 3 EXTRUDED PVC GLAZING BEAD INTERLOCK 3557 * PVC 4 EXTRUDED PVC MEETING RAIL 2167 * PVC AIR SPACE e 2 5 EXTRUDED PVC TOP RAIL #2908 * PVC 6 EXTRUDED PVC BOTTOM LIFT RAIL 2806 * PVC 1/8" ANNEALED GLASS 7 1EXTRUDED PVC STILE 905 * PVC 1/8" ANNEALED GLASS 8 1EXTRUDED PVC GLAZING BEAD KEEPER 2317 * PVC 9 EXTRUDED PVC GLAZING BEAD VERT. & HORT 2217 * PVC 0 AIR SPACE **d 10 OPERABLE SAH LOCK �0 1/8" ANNEALED GLASS d 3 17 SASH KEEPER 12240 STEEL 12 FIXED MEETING RAIL REINF. TOP 0.060 GALV. STL. STEEL n ; 13 FIXED MEETING RAIL REINF. B0770M 0.060 GALV. STL. STEEL 5/8" OVERALL 14 LOCK RAIL REINF. 0.048" GALV. STL. STEEL INDETAILGLASS THK. 21 15 BOTTOM LIFT RAIL & SASH REINF. 0.060" GALV. STL. STEEL 16 WINDOW SCREEN 17 WEATHERSTRIP PILE W FIN .187 x .270, LOCK RAIL & SASH ULTRAFAB p 18 WEATHERSTRIP PILE W FIN .187 x .230, FIXED MEETING RAIL ULTRAFAS 19 WEATHERSTRIP PILE W/FIN .187 x .150, SILL (ULTRAFAB) .74" {�'�� .74" 21 WEATHERSTRIP VINYLU .187" x .375" 0 AMESBURY pNa 21 GLAZING 5/8" INSULATED ANNEALED GLASS GLASS 1 8" ANNEALED - AIR - 1/8" ANNEALED awl "Z 22 GLAZING COMPOUND DOW 1199 SILICONE zo3 ¢�2 23 8 x 2 PHILLIPS PANHEAD SHEET METAL SCREW NAILING FLANGE STEEL .060f .060" ogz> o 24 3 16 X 2-3 4` 7APCON STEEL Sw=s ¢U Ad 25 2X BUCK ALUM. TT IL & SASH RENF. 11F1 E MEETING R41L REINF. BOT_f. mew vw L 26 l 4- SHIM WOOD 75 GALVANIZED STEEL GALVANIZED STEEL ujk 4- 27 MASONRY CONCRETE ~iI rov`z o �o * THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE 01 v ~ 'm TO BE PRODUCED BY EXTRUDERS LICENSEES IN "HAMA CERTIFICATION a "' a PROGRAMS FOR RIGID PVC EXTRUSIONS". to v 1.159" 67` 2.023" 1.159" I I .- �a N U)2 .060` .048" �� o 0 n PVC BOTTOM LIFT RAIL 5 LA PV O P tN I 12 FIXED MEETING RAIL REINF. TOP n LOCK RAIL R INF. F af GALVANIZED STEEL GALVANIZED STEEL o 0 W Z 2.686"—►1 2.687` rn ,c I M Ljal� 00 1.187" r�o = �N N �_ t, N o N 794" z coo �i 791"-ry I- j �o 12127104 N.T.S. C7 p1 j,15i�.�j M.BY: RAH �1 .792" auc BY: WWH 2 V I ( PVC MAIN FRAME 7 V TI O PVC GLAZING BEAD O PVC GLAZING BEAD O (KEEPER)ING BEAD AWN FL-404 sHEET 4 of 4 B BEARING HEIGHT 5GHEDULE �� q' 1-11811 EOR MUST VERIFY ALL LOADS AFFLIED ON FLOOR TRU55E5 FROM ROOF ABOVE 24-2-D O a' N ! i I: II 0 II I I', 0 1C j NOTES: I)REFER TO HIB q1(RECOMMENDATIONS FOR HANDLING INSTALLATION AND TEMPORARY BRACING.) 77 REFER TO ENGINEERED DRAWINGS FOR PERMANENT DRACING REQUIRED. _ �D 2.)All.TRU55E5(INCLUDING TRU55E5 UNDER I — N V N DECKED OR REFER TO DETAIL V105 FOR ALLEY FRAMING)MUST DE COMPLETELY ALTERNATE BRACING REQUIREMENTS, 1'I 3,)ALL VALLEYS ARE TO DE CONVENTIONALLY i I I I FRAMED DY DUILDER. 4)Ai l TRU55E5 ARE DESIGNED FOR 2o.c. I MAXIMUM SPACING,UNLE55 OTHERWISE NOTED. 5.)ALL WALLS SHOWN ON PLACEMENT PLA iv ARE CONSIDERED TO DE LOAD BEARING,UNLES OTHERWISE NOTED. a 6.)5Y42 TRU55E5 MUST BE INSTALLED WITH THE TOP BEING UP. I 7,)DEAVHEADERILINTEL(HDR)TO DE FURNISHED DY DUILDER I Builders .FirstSource Dunneil PHONE.306-437-334q FAX:306-437-3gg4 JackSonvilie PHONE:qO4-772-6100 FAX qO4-772-1873 Lake Gity ,d. PHONE 386-755-68g4 FAX:386-755-7g73 Sanford PHONE:407-322-00511 FAX.407-322-555', Freeport I PHONE.050-835-4541 FAX 050-835-6835 3Treasure Goayt Y PHONE.772-468-8160 FAX 772-468-8181 >i Tampa PHONE.813-621-g031 FAX 613-628-0`156 I UIL c. ED PUTTDAGH -E6At ADDtF55: LOTS 1. 2, AND 3 LILLY 5T YODEL PEYI5�ON: 24-2-0 27110 N 5 DATL OBAIN@Y OBt Oq/27-07 MGI 0255304 FLOOR T RU55E5 PE516NED TO ONLY CARRY LOAD FROM ROOF AT AREAS INDICATED DY ---------------------- DO P05T DOWN FROM ROOF TO FLOOR TRU55E5 0 0 0 13-3-0 10-6-8 24-10-8 r f.-KV-_. , -- --.. F02(3Sd } — - -- oLL o F01( 7} - I II I 16"OG II Fo1p li I J I I I I o , m m I i, - F01 10} �I �r F13 PI i - ,• €i it i€ �� I I I I __O1G_.----__--_-._____._ F F016(4 F12., F01A Fol - Fol ME COPY 53-2-0 i � ��dw�:n+CldM+rssx�l: �' �+w.+:it�,afil►S-+a�wk-+.-+ wor� 1§1 S'�F��i�''� WNWMFirstSource J •••••w••• •/� • E. •` �j s No. ah s y Project Information for: J255304F1 =it Lot : 1, 2, and 3 Lilly Street 1 Atlantic Beach, FL 32233�ountL ; •'�� ' Truss Count: Duval Design Program: MiTek 20/20 6.3 para Building Code: FBC2004TTP12002 Truss Design Load Information: Gravity: Wind: Roof(psf): N/A Wind Standard: N/A Wind Exposure: N/A Floor(psf): 55.0 Wind Speed (mph): N/A Note: See the individual truss drawings for special loading conditions. Engineer of Record: Jae Yul Lee, PE Florida P.E. License No. 31276 Address: 10381 Cypress Lakes Drive Jacksonville, Florida 32256 Truss Design Engineer:Julius Lee, PE Florida P.E. License No. 34869 Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 Notes: 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of record, as defined in ANSI/TPI 1-2002 Section 2.2 2.The seal date shown on the individual truss component drawings must match the seal date on this index sheet. 3. The Truss Design Engineer's responsibility relative to this structure consists solely of the design of the individual truss components and does not include the design of any additional structural elements including but not limited to continuous lateral bracing elelments in the web and chord planes. See Florida Administrative Code 61G15-31.003 sections 3 c) &5 and Chapter 2 of the National Design Standard for Metal Plate Connected Wood Truss Construction ANSI/TPI 1-2002 for additional information on the responsibilities of the delegated "Truss Design Engineer". Builders FirstSource and Julius Lee, PE do not accept any additional delegations beyond the scope of work described in the referenced documents above. No. Drw . # Truss ID Date 1 1 J1897919 F01 1 10/5/07 12 I J 1897920 I F01 A 1 10/5/07 13 1 J 1897921 1 F01 B 1 10/5/07 14 IJ1897922 I F01C 1 10/5/07 15 I J 1897923 I F01 D 1 10/5/07 16 I J 1897924 I F02 1 10/5/07 17 I J 1897925 I F03 1 10/5/07 1 18 I J1897927 I F03B 1 10/5/07 1 19 I J1897928 I F03C 1 10/5/07 110 I J1897930 I F05 1 10/5/07 Ill IJ1897931 I F06 10/5/07 112 I J 1897932 I F06A 10/5/07 113 I J1897933 I F07 10/5/07 114 I J 1897935 I F09 10/5/07 115 I J1897937 I F11 10/5/07 116 I J1897938 I F12 10/5/07 117 I J1897939 I F13 10/5/07 118 I J 1897940 I F-KW 1 10/5/07 119 1 J1898216 I T100 1 10/5/07 120 1 J 1898217 T101 10/5/07 121 1 J1898218 T102 10/5/07 122 1 J1898219 T103 10/5/07 Job Truss Truss Type Qty Ply 01 J1897919I' J255304F1 F01 FLOOR 19 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries, Inc. Thu Oct 04 16:47:05 2007 Pagel 1-3-0 1-10-12 Scale=1:21.4 3x6= 1 3x6— 2 3 4 5 6 0 1 13 12 11 10 9 8 7 2x4 11 2x4 I Simpson THA422 into Beam by others. 12-7-12 12-7-12 Plate Offsets(X,Y): [3:0-1-8,Edge], [4:0-1-8,Ed el, [10:0-1-8,0-0-01, [11:0-1-8,Edge], [14:Edge,0-1-8] LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.26 Vert(LL) -0.05 11-12 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.38 Vert(TL) -0.07 11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:67 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 4 X 2 SYP No.2 6-0-0 oc purlins, except end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Recommended hanger connection based on manufacturer tested capacities and nail calculations. Conditions may exist that require REACTIONS (Ib/size) 14=455/0-3-8, 7=455/Mechanical different connections than indicated. Refer to manufacturer publication for additional information. Hanger connection to be reviewed and FORCES (lb)-Maximum Compression/Maximum Tension approved by the Architect/Engineer of Record. TOP CHORD 1-14=-451/0, 6-7=-451/0, 1-2=-434/0, 2-3=-986/0, 3-4=-1153/0,4-5=-986/0, 5-6=-434/0 BOT CHORD 13-14=-0/0, 12-13=0/814, 11-12=0/1153, 10-11=0/1153,9-10=0/1153,8-9=0/814, 7-8=0/0 WEBS 6-8=0/578, 1-13=0/578, 5-8=-528/0, 2-13=-528/0,5-9=0/254,2-12=0/254, 4-9=-299/0,3-12=-299/0, 3-11=-65/85,4-10=-65/85 JOINT STRESS INDEX 1 =0.60,2=0.31,3=0.16,4=0.16,5=0.31, 6=0.60,7=0.19, 8=0.67,9=0.30, 10=0.11, 11 =0.11, 12=0.30, 13= 0.67 and 14=0.19 NOTES 1) Unbalanced floor live loads have been considered for this design. 2 All plates are 3x4 MT20 unless otherwise indicated. 3)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi = + r , rsm. 4) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. October 5,2007 LOAD CASES) Standard A Warning-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erectionEEL 1- WBa11&" and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 I r , V la. Wu4 Y� F-atY r-J� ��#IR,�x:ffi Y.i t "e e''e C9e w wa.l �"�.�•y.B�Ylvri 9,k a;,;.k-v":"N[., :Z bA...os•e.:;f'k. A 9,,, ;.w.;k-Y4:'f'^.`� October 5,2007 aY Warning-Verity design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the �U&J"s responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,i WTCA Center, OFIrstlf--1`3ource 6300 Enterprise Lane,Madison,W153719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,W153719 r< Job Truss Truss Type Qty Ply 0 1 J1897920 J255304F1 F01A FLOOR 1 1 �_- - -__ _ - __. . __-_ ___----___ - i Job Reference_(optional)- Builders First Source,Jacksonville,Florida 32244 6.300 s Apr 19 2006 MiTek Industries, Inc. Fri Oct 05 09:11:38 2007 Page 1 1-3-0 1-10-12 Scale=1:21.0 6x8- 4x6 11 3x6 3x6 11 4x6 11 6x8 1 2 3 4 1 5 6 e m 0 13 12 11 10 9 8 7 6x8= 6x8= 4x6 II 3x6 II 3x6 11 4x6 ''I 6x8= 6x8= Simpson THA422 into Beam by others. 12-7-12 _— --- ---- Plate Offsets X,Y): [6:0-3-O,Edge], [10:0-3-0,0-0-0] LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.74 Vert(LL) -0.04 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.65 Vert(TL) -0.16 9-10 >946 240 BCLL 0.0 Rep Stress Incr NO WB 0.69 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 Code FBC2004/TP12002 ! Matrix Weight: 101 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 BOT CHORD 4 X 2 SYP No.2 oc purlins, except end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Recommended hanger connection based on manufacturer tested capacities and nail calculations. Conditions may exist that require REACTIONS (Ib/size) 14=654/0-4-4,7=1441/Mechanical different connections than indicated. Refer to manufacturer publication for additional information. Hanger connection to be reviewed and FORCES (lb)-Maximum Compression/Maximum Tension approved by the Architect/Engineer of Record. TOP CHORD 1-14=-654/0, 6-7=-1427/0, 1-2=-732/0,2-3=-1815/0,3-4=-2428/0,4-15=-2598/0, 5-15=-2598/0,5-6=-1356/0 BOT CHORD 13-14=0/0, 12-13=0/1362, 11-12=0/2428, 10-11=0/2428,9-10=0/2428,8-9=012600,7-8=0/0 WEBS 6-8=0/1727, 1-13=0/931,5-8=-1645/0,2-13=-834/0,5-9=-3/251,2-12=0/601,4-9=-288/221, 3-12=-794/0,3-11=-53/250,4-10=-230/72 JOINT STRESS INDEX 1 =0.71,2=0.88,3=0.60,4=0.60,5=0.88,6=0.71,7=0.56,8=0.80,9=0.64, 10=0.15, 11 =0.15, 12=0.64, 13=0.80 and 14 =0.56 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ,• i I'. S C;,a • .m.i i'-&arm�.8K I vs.-ti a.:x:r a,r.r;xcsy x,..a .'..r,a .. .::..e_ °,ro..a-•t...�-;:. October 5,2007 Continued on page 2 A Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, �'°�' 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 I(•,� r _ 1 Job Truss Truss Type Qty Ply 01 J1897920 J255304F1 F01A FLOOR 1 1 Job Reference optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Apr 19 2006 MiTek Industries, Inc. Fri Oct 05 09:11:38 2007 Page 2 NOTES 4) In the LOAD CASE(S)section, loads applied to the face of the truss are noted as front(F)or back(B). Loading has been calculated by the truss manufacturer. It is the responsibility of the Architect/Engineer of Record to verify and approve the loading. LOAD CASE(S) Standard Except: 1)Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads(plf) Vert:7-14=-7, 1-15=-67,6-15=-349(F=-80) Concentrated Loads(lb) Vert: 15=-117 t 5 i ar: ""=mw.sv:w.i..aa.l �'�i.�e•yr �Ai-ri•r 7 4 ..`.•'vrF'11 tti�4'k y-�l n>,a._=f'"K. � r �„_�'f_�r,:i October 5,2007 AL Warning-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE NIII-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Ell Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the jUU&ftrS responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, 3� 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Job Truss Truss Type Qty Ply 0 1 J1897921 �J2553�dF1 JF01g FLOOR 4 1 Job Reference(optional) Builders FiTsY Source, ,Honda 32244 6.300 s Apr 19 2006 MiTek Industries, Inc. Fri Oct 05 09:10:03 2007 Page 1 o-1-a 13-0 1 1-10-12 0-1T8 Scale=1:20.7 4x6= 1 4x6= 2 3 4 1 5 6 - 0 , c 1 13 12 11 10 9 8 7 4x6= 2x4 11 2x4 11 4x6= Simpson THA422 into Beam by others. 12-7-12 12-7-12 Plate Offsets(X,YJ: Ll:Edge,0-1-8],[3:0-1-8,Edge],[4:071-8,Edgee) 110:0-1-8,0-0-0] 111 A-1-8,Edge] LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.81 Vert(LL) -0.08 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.88 Vert(TL) -0.17 9-10 >872 240 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:67 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 BOT CHORD 4X 2 SYP No.2 oc purlins, except end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Recommended hanger connection based on manufacturer tested capacities and nail calculations.Conditions may exist that require REACTIONS (Ib/size) 14=555/0-4-4,7=681/Mechanical different connections than indicated. Refer to manufacturer publication for additional information. Hanger connection to be reviewed and FORCES (lb)-Maximum Compression/Maximum Tension approved by the Architect/Engineer of Record. TOP CHORD 1-14=-554/0,6-7=-673/0, 1-2=-547/0,2-3=-1305/0,3-4=-1686/0,4-15=-1578/0, 5-15=-1578/0,5-6=-719/0 BOT CHORD 13-14=-0/0, 12-13=0/1018, 11-12=0/1686, 10-11=0/1686,9-10=0/1686,8-9=0/1372, 7-8=0/0 WEBS 6-8=0/958, 1-13=0/729, 5-8=-908/0,2-13=-654/0,5-9=0/287,2-12=0/400,4-9=-288/0, 3-12=-517/0, 3-11=-43/172,4-10=-153/62 JOINT STRESS INDEX 1 =0.62,2=0.54,3=0.28,4=0.28,5=0.54,6=0.62,7=0.53,8=0.62, 9=0.48, 10=0.22, 11 =0.22, 12=0.48, 13=0.62 and 14 =053 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)All bearings are assumed-to be SYP No.2 crushing capacity of 565.00 psi 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with Strongbacks to be attached to walls at their outer ends or restrained by other means. October 5,2007 Continued on page 2 _ A Warning-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection -. - and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 9 Job Truss Truss Type Q'y Ply 01 J1897921 J255304F1 F01B FLOOR 1 Builders First Source,Jacksonville,Florida 3i _ Job Reference(optional� 2244 6.300 s Apr 19 2006 MiTek Industries, Inc. Fri Oct 05 09:10:03 2007 Page 2 Loading has been calculated by the truss manufacturer. It is the responsibility of the Architect/Engineer of Record to verify and approve the loading. LOAD CASE(S) Standard Except: 1) Floor:Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads(plf) Vert:7-14=-7, 1-6=-67 Concentrated Loads(lb) Vert: 15=-327 "r"ce•Pk�SS �.,.s.{q.�¢.+i.3 y..,„.r'�s;�iM"5.o.�.?�.Y' T 1 'rn•'6.'A� F�4.;.. NJ as n X1-11!✓i,A.1Y;A{xk 1 -Ar""d s„'a �aa aw:iw.�«sl i�'n..—.•Me �1vr«. October 5,2007 Ack Warning-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection - - and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, 9 � 6300 Enterprise Lane,Madison,WI 63719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 !$ Job Truss Truss TypeQty Ply 01 J1897922 �J255304FI i�F01G ,FLOOR 1 1 Job Reference(optional] Builders First Source,Jacksonville,Florida 32244 6.300 s Apr 19 2006 MiTek Industries, Inc. Fri Oct 05 09:15:24 2007 Page 1 I 1-3-0 1-9-4 Scale=1:21.6 8x10= 6x8= 4x6 II 4x6 II 3x6:.11 8x10= 8x10= 1 2 3 4 5 6 7 N v 0 14 13 12 11 10 9 8 5x6 11 1 0x1 6 MT20H= 6x8= 3x6 11 3x6 8x10= 7x14 MT20H= 4x6 11 Simpson THA422 into Beam by others. �..---- --.._..------ ---__... -- - 12-7-12 12-7-12 Plate Offsets X,Y); [1:Edge,0-3-0],L_0-3-O,Edge], [4.0-3-0,Edge],-_[7:0-3-O,Edg1111:0-3-0,0-0� LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.85 Vert(LL) -0.10 10-11 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.96 Vert(TL) -0.30 12 >502 240 MT20H 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.90 Horz(TL) 0.06 8 n/a n/a 1 BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight: 1151b LUMBER BRACING TOP CHORD 4 X 2 SYP No.1 D TOP CHORD Structural wood sheathing directly applied or 6-0-0 BOT CHORD 4 X 2 SYP No.1 D oc purlins, except end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Recommended hanger connection based on manufacturer tested capacities and nail calculations.Conditions may exist that require REACTIONS (Ib/size) 15=3380/0-3-8,8=2350/Mechanical different connections than indicated. Refer to manufacturer publication for additional information. Hanger connection to be reviewed and FORCES (lb)-Maximum Compression/Maximum Tension approved by the Architect/Engineer of Record. TOP CHORD 1-15=-3361/0,7-8=-2341/0, 1-2=-3542/0,2-3=-8016/0,3-4=-9353/0,4-5=-7942/0, 5-6=-7888/0, 6-7=-2873/0 BOT CHORD 14-15=-0/0, 13-14=0/6771, 12-13=0/9353, 11-12=0/9353, 10-11=0/9353, 9-10=0/5469, 8-9=0/0 WEBS 1-14=0/4509,2-14=-4273/0,2-13=0/1681, 3-13=-1705/0, 3-12=-155/339,7-9=0/3658, 6-9=-3434/0,6-10=0/3194,5-10=-1036/0,4-10=-1770/338,4-11=-316/161 JOINT STRESS INDEX 1 =0.93,2=0.97,3=0.70,4=0.72,5=0.45,6=0.97, 7=0.76,8=0.76, 9=0.85, 10=0.83, 11 =0.14, 12=0.21, 13=0.69, 14= 0.98 and 15=0.88 NOTES 1)Unbalanced floor liveloadshave been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi t�� •:,s, , ",�,ab,ry„ 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with Strongbacks to be attached to walls at their outer ends or restrained by other means. October 5,2007 Continued on page 2 Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design.parameters antl proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, 6300 Enterpnse Lane,Madison,At 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Job Truss Truss Type Qty Ply 0 1 , J255304F1 F01 C FLOOR 1 1 J1897922 ___.__ Job Reference toptionaly ild Buers First Source, Jacksonville,Florida 32244 6.300 s Apr 19 2006 MiTek Industries, Inc. Fri Oct 05 09:15:24 2007 Page 2 NOTES 5)In the LOAD CASE(S)section, loads applied to the face of the truss are noted as front(F)or back(B). Loading has been calculated by the truss manufacturer. It is the responsibility of the Architect/Engineer of Record to verify and approve the loading. LOAD CASE(S) Standard Except: 1) Floor:Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads(plf) Vert:8-15=-7, 1-5=-550(F=-366),5-7=-67 Concentrated Loads(lb) Vert:5=-735(F) s :-. acaro;r. 1 -draws m.d-awla., x,- ac.ru.- u�rsv�-xr^:>�s-r�:a.ria�r;,.,e•a. r a... •.�.;�-*r:e-�:. October 5,2007 A Warning-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE 1211LA11CIM This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, _ ; 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofdo Drive,Madison,WI 53719 IJ255304F1 )ob Truss Truss Type Qty PlyF J1897923 F01D FLOOR 2 1 eference optional - --- - - - - i-- - -- - - - - -- — -- Builders First Source,Jacksonville,Florida 32244 6.300 s Apr 19 2006 MiTek Industries, Inc. Fri Oct 05 09:17:46 2007 Page 1 F 1-3-0 1-10-12 Scale=1:21.3 6x8= 6x8= 4x6 II 4x6 II 6x8= 6x8= 1 2 3 4 5 6 I 1 13 12 11 10 9 8 7 4x6 II 7x14 MT20H= 6x8= 3x6 'I 3x6 II 6x8= 7x14 MT20H= 4x6 is Simpson THA422 into Beam by others. 12-7-12 12-7-12 Plate Offsets X,Y: [3:0-3-0,Edde], 4[ .0-3-0,Edgpl [16:0-3-0,Edge], [10:0-3-0,0-0-01(psf) SPACING 1-4-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.74 Vert(LL) -0.06 11-12 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.61 Vert(TL) -0.23 10-11 >658 240 1 MT20H 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.62 Horz(TL) 0.05 7 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 105 Ib LUMBER -- - _- BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 BOT CHORD 4 X 2 SYP No.1 D oc purlins, except end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Recommended hanger connection based on manufacturer tested capacities and nail calculations. Conditions may exist that require REACTIONS (Ib/size) 14=2314/0-3-8,7=2314/Mechanical different connections than indicated. Refer to manufacturer publication for additional information. Hanger connection to be reviewed and FORCES (Ib)-Maximum Compression/Maximum Tension approved by the Architect/Engineer of Record. TOP CHORD 1-14=-2308/0,6-7=-2308/0, 1-2=-2345/0,2-3=-5575/0,3-4=-6540/0,4-5=-5575/0, 5-6=-2345/0 BOT CHORD 13-14=-0/0, 12-13=0/4645, 11-12=0/6540, 10-11=0/6540,9-10=0/6540,8-9=0/4645, 7-8=0/0 WEBS 6-8=0/3034, 1-13=0/3034,5-8=-2989/0,2-13=-2989/0,5-9=0/1230,2-12=0/1230, 4-9=-1251/0, 3-12=-1251/0,3-11=-148/167,4-10=-148/167 JOINT STRESS INDEX 1 =0.80,2=0.97,3=0.51,4=0.51,5=0.97,6=0.80, 7=0.75, 8=0.99, 9=0.57, 10=0.10, 11 =0.10, 12=0.57, 13=0.92 and 14 =0.75 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)AN bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi t =•-- r�-� 4)Recommend 2x6 strong backs, on edge,spaced at 10-0-0 oc and fastened to each truss with Strongbacks to be attached to walls at their outer ends or restrained by other means. October 5,2007 Continued on page 2 'C& Warning-Verlfy design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 BEFORE USE LiBLoW This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with Mi Talk connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is thears responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 r Job .Truss Truss Type Qty Ply 0 1 J1897923 J255304F1 F01 D FLOOR 2 1 ;Job Reference(optional) � Builders First Source,Jacksonville,Florida 32244 6.300 s Apr 19 2006 MiTek Industries, Inc. Fri Oct 05 09:17:46 2007 Page 2 Loading has been calculated by the truss manufacturer. It is the responsibility of the Architect/Engineer of Record to verify and approve the loading. LOAD CASE(S) Standard Except: 1) Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads(plf) Vert:7-14=-7, 1-6=-367 1 6,":i.� «a.l .mew yr f-al e.•M October 5,2007 Warning-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE h1111-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the kill responsibility of building designer and I or contractor per ANSI I TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection 64 and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, '"" � r 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,W 153719 1!°a` Job Truss Truss Type Qty Ply 01 J1897924 J255304F1 F02 FLOOR 3 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries, Inc. Thu Oct 04 16:47:09 2007 Page 1 1-3-0 1-11-0 Scale=1:22.1 3x6-= 2x4 11 3x6-_ 1 3x6— 2 3 4 3x6 5 6 7 I i o 1� i 1 14 13 12 11 10 9 3x6 13-0-8 13-0-8 Plate Offsets(X,Y): [15:Edge,0-1-8] LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.26 Vert(LL) -0.06 10-11 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.39 Vert(TL) -0.08 10-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:73 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 4 X 2 SYP No.2 6-0-0 oc purlins, except end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 15=469/0-3-8,8=469/0-3-8 FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-15=-465/0, 7-8=-466/0, 1-2=-451/0,2-3=-1033/0,3-4=-1224/0,4-5=-1056/0, 5-6=-105610,6_-7=-448/0 BOT CHORD 14-15=-0/0, 13-14=0/845, 12-13=0/1224, 11-12=0/1224, 10-11=0/1224,9-10=0/840, 8-9=0/0 WEBS 1-14=0/600,2-14=-549/0,2-13=0/272, 3-13=-323/0, 3-12=-56/81,7-9=0/596, 6-9=-545/0,6-10=0/294, 5-10=-79/41,4-10=-344/0,4-11=-57/76 JOINT STRESS INDEX 1 =0.62,2=0.32,3=0.17,4=0.18, 5=0.05, 6=0.34,7=0.62,8=0.20, 9=0.70, 10=0.32, 11 =0.06, 12=0.07, 13= 0.32, 14=0.70 and 15=0.20 NOTES 1) Unbalanced floor live l adsi-have been considered for this design. 0 ..]• Ire,r ea L.�w All plates are 3x4 MT 12�unless otherwise indicated. 3)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi r, � - .�-I .,�.•.: .�L.•r+ 4) Recommend 2x6 strongbacks,on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. October 5,2007 LOAD CASE(S) Standard A Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection w"`Bukk",, and bracing,consult 1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, _ 6300 Enterprise Lane,,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofdo Drive,Madison,WI 53719 I Job Truss Truss Type Qty Ply 01 J1897925 , J255304F1 F03 FLOOR 9 1 Job Reference _(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Apr 19 2006 MiTek Industries, Inc. Fri Oct 05 09:20:26 2007 Page 1 1-3-0 2-0-0 Scale=1:27.9 6x8= 4x6 5x6 11 3x6 11 3x6 11 4x6 I6x8= 5x6 11 1 2 3 4 5 1 6 7 8 W — o •-j o 16 15 14 13 12 11 10 9 3x6 11 6x8= 4x6 11 4x6 11 3x6 11 3x6 11 6x8= 6x8= 3x6 11 Simpson THA422 into Beam by others. 16-4-8 16-4-8 Plate Offsets(X,Y): [8:0-3-0,Edge],j13:0-3-0,0-0-Oj, [14_0 3-0,Edgej — _ LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.74 Vert(LL) -0.16 12-13 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 1.00 Vert(TL) -0.31 12-13 >631 240 BCLL 0.0 Rep Stress Incr NO WB 0.58 Horz(TL) 0.03 9 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 128 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 BOT CHORD 4 X 2 SYP No.2 oc purlins, except end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Recommended hanger connection based on manufacturer tested capacities and nail calculations.Conditions may exist that require different connections than indicated. Refer to manufacturer publication REACTIONS (Ib/size) 17=823/0-3-8,9=1D09/Mechanical for additional information. Hanger connection to be reviewed and approved by the Architect/Engineer of Record. FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-17=-827/0,8-9=-1006/0, 1-2=-963/0,2-3=-2361/0, 3-4=-3785/0,4-5=-3785/0, 5-18=-4028/0,6-18=-4028/0,6-7=-3086/0,7-8=-1114/0 BOT CHORD 16-17=-0/0, 15-16=0/1787, 14-15=0/3030, 13-14=0/3785, 12-13=0/3785, 11-12=0/4025, 10-11=0/2153,9-10=0/0 WEBS 8-10=0/1445, 1-16=0/1226,7-10=-1374/0,2-16=-1091/0, 7-11=0/1235,2-15=0/759, 6-11=-1243/0,3-15=-886/0,6-12=-73/233,3-14=0/979,5-12=-215/395,4-14=-363/0, 5-13=-332/5 JOINT STRESS INDEX 1 =0.5012=0.81,3=0.80,4=0.33,5=0.70,6=0.66,7=0.60,8=0.81,9=0.88, 10=0.67, 11 =0.58, 12=0.71, 13=0.33, 14= 0.80, 15=0.81, 16=0.57 and 17=0.36 NOTES 1)Unbalanced floor live loads have been considered for this design. 2 All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi g 9 P Y P � V: 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d'naifi �A" `moi `1 « 1 , .� Strongbacks to be attached to walls at their outer ends or restrained by other means. October 5,2007 Continued on page 2 A Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE ni This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI i as referenced by the building code. For general guidance regarding storage,delivery,erection - and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, OF1.1--StSource , , 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Job Truss Truss Type Qty Ply 01 J1897925 iJ255304F1 iFO3 FLOOR 9 1 Builders First Source,Jacksonville,Florida 32244 6.300 s Apr 19 2006 MiTek Industries,Inc. Fri-Oct 05 09:20:26 2007 Page 2 Loading has been calculated by the truss manufacturer. It is the responsibility of the Architect/Engineer of Record to verify and approve the loading. LOAD CASE(S) Standard Except: 1)Floor:Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads(plf) Vert:9-17=-7, 1-8=-67 Concentrated Loads(lb) Vert: 18=-645 fi-G ams • wrl P^§-:,r�,r 8ati.lvei 9:s-..,.Va"5F 4titl�'F 43.a.:8i d:'r+w. •.....E_ ',T'.a+nl..`.��'� October 5,2007 A Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code- For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, a 6300 Enterprise Lane,Madison,W 153719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,W 153719 �' (`rL Job Truss 1 Truss Type Qty Ply 0 1 J1897927 J255304F1 F03B FLOOR 3 1 _ Job Reference(optional)_ Builders First Source,Jacksonville,Florida 32244 6.300 s Apr 19 2006 MiTek Industries, Inc. Fri Oct 05 09:31:26 2007 Page 1 1-3-0 2-0-0 Scale=1:27.6 6x8 4x6 11 4x6 4x6 1' 1 2 1 3 4 5 6 7 8 -- io a -- -------- ....------ -- -- - i ,� o 16 15 14 13 12 11 10 9 6x8= 4x6 11 4x6 I 5x6 11 Simpson THA422 into Beam by others. F- ------------ 16-4-8 16-4-8 Plate Offsets(X,Y): [8:0-3-0,Edge], 1[ 3:0-3-0,0-0-0] LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.36 Vert(LL) -0.08 13 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.40 Vert(TL) -0.16 14 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.53 Horz(TL) 0.03 9 n/a n/a 1 BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 128 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 BOT CHORD 4 X 2 SYP No.2 oc purlins, except end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Recommended hanger connection based on manufacturer tested capacities and nail-calculations.Conditions may exist that require different connections than indicated. Refer to manufacturer publication REACTIONS (Ib/size) 17=875/0-3-8,9=689/Mechanical for additional information.-Hanger connection to be reviewed and approved by the Architect/Engineer of Record. FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-17=-868/0, 8-9=-683/0, 1-2=-1037/0,2-18=-2494/0,3-18=-2494/0,3-4=-2936/0, 4-5=-2936/0,5-6=-2641/0,6-7=-1914/0,7-8=-744/0 BOT CHORD 16-17=-0/0, 15-16=0/1968, 14-15=0/2990, 13-14=0/2936, 12-13=0/2936, 11-12=0/2365, 10-11=0/1441,9-10=0/0 WEBS 8-10=0/965, 1-16=0/1320,7-10=-921/0,2-16=-1233/0,7-11=0/627,2-15=0/696, 6-11=-596/0,3-15=656/0,6-12=0/373,3-14=-175/415,5=12=-455/17,4-14=-169/52, 5-13=-101/114 JOINT STRESS INDEX 1 =0.54,2=0.74,3=0.71,4=0.33,5=0.70,6=0.71,7=0.67,8=0.79,9=0.60, 10=0.79, 11 =0.67, 12 0.71, 13=0.33, 14= 0.70, 15=0.74, 16=0.62 and 17=0.38 NOTES 1)Unbalanced floor live loads have beenconsideredfor this design. 2)All plates are 3x6 MT20 unless otherwise-4idicated. s ' 4.7 3)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d`nails a�. `}' •'. ;..>rr Strongbacks to be attached to walls at their outer ends or restrained by other means. October 5,2007 Continued on page 2 A Warning-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE all This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI i as referenced by the building code. For general guidance regarding storage,delivery,erection 01 and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, ' „„ 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 III tf Job Truss Truss Type Qty Ply 0 1 J1897927 J255304F1 F03B FLOOR 3 1 Job Reference(optional Builders First Source,Jacksonville,Florida 32244 6.300 s Apr 19 2006 MiTek Industries, Inc. Fri Oct 05 09:31:26 2007 Page 2 Loading has been calculated by the truss manufacturer. It is the responsibility of the Architect/Engineer of Record to verify and approve the loading. LOAD CASE(S) Standard Except: 1) Floor:Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads(plf) Vert:9-17=-7, 1-8=-67 Concentrated Loads(lb) Vert: 18=-377 k'N�ar• w ms:l i�1a�-•a tti.l vs>d October 5,2007 Warning-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE NIII.7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,.is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 W TCA Center, � �} 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Job Truss Truss Type Qty Ply i 01 J1897928 , J255304171 F03C FLOOR 10 1 --- — i Job Reference(optional)_ — Builders First Source,Jacksonville,Florida 32244 6.300 s Apr 19 2006 MiTek Industries, Inc. Fri Oct 05 09:32:30 2007 Page 1 1-3-0 2-0-0 Scale=1:27.3 Warning:This truss has not been designed to support any additional load from conventional framing. 2x4 11 13x6= 2 3 4 5 6 7 8 -- ------- iq 16 15 14 13 12 11 10 9 3x6= 2x4 11 3x6= 2x4 11 Simpson THA422 into Beam by others. ------------ 16-4-8 16-4-8 Plate Offsets(X,Y): [4:0-1-8,Edge], [5:0-1-8,EdgeL18 0_1-8,Edge], [9.0-1-8,Edge], [13:0-1-8,0=0=0], [14:0-1-8,Edge], [17:Edge,O_1-81 LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.41 Vert(LL) -0.13 12-13 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.68 Vert(TL) -0.20 12-13 >986 240 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.03 9 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) 1 Weight:84 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 BOT CHORD 4 X 2 SYP No.2 oc purlins, except end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Recommended hanger connection based on manufacturer tested capacities and nail calculations. Conditions may exist that require REACTIONS (ib/size) 17=594/0-3-8,9=594/Mechanical different connections than indicated. Refer to manufacturer publication for additional information. Hanger connection to be reviewed and FORCES (lb)-Maximum Compression/Maximum Tension approved by the Architect/Engineer of Record. TOP CHORD 1-17=-591/0,8-9=-590/0, 1-2=-594/0,2-3=-1424/0,3-4=-1957/0,4-5=-1957/0, 5-6=-1867/0, 6-7=-1419/0,7-8=-565/0 BCT CHORD 16-17=-0/0, 15-16=0/1114, 14-15=0/1732, 13-14=0/1957, 12-13=0/1957, 11-12=0/1736, 10-11=0/1089,9-10=0/0 WEBS 8-10=0/768, 1-16=0/790,7-10=-728/0,2-16=-724/0,7-11=0/460,2-15=0/431,6-11=-440/0, 3-15=-428/0,6-12=0/256, 3-14=0/452,5-12=-290/54,4-14=-201/0,5-13=-115/65 JOINT STRESS INDEX 1 =0.85,2=0.58,3=0.58,4=0.49,5=0.65,6=0.58,7=0.58,8=0.84,9=0.49, 10=0.82, 11 =0.58,12=0.58, 13=0.49, 14= 0.65, 15=0.58, 16=0.85 and 17=0.39 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 4) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails' Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard October 5,2007 A Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the R&OVS � responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection - and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, � ,Jr 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 •A�r � s i g ra,. ras..,. .a-A.r:xac e:r r •K=2 aeal d'�9.�-r• t^+S.iw-rti October 5,2007 Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIt-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the ML responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, WR L_O 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofto Drive,Madison,WI 53719 II Job Truss Truss Type Qty PlyTJOob 1 J1897930 J255304F1 F05 FLOOR 3 Reference optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Apr 19 2006 MiTek Industries, Inc. Fri Oct 05 09:39:45 20073'Oage 1 1 3x6= 2 2x4 11 3 2x4 11 4 1-3-0 1-5-12 Flo I a' Al 3x4- 3x4= Simpson THA422 8 -- 7 6 5 4-7-4 _. 4-7-4 Plate Offsets(X,Y)___[2:0-1-8,Edge], X3:0-1-8,Edge],[4:0-1-8,EddeLL50-_1-8,Ed9el, [6:0-1-8,Edge], [7:0-1- 8,Edge], [8:Edge,0-1-8] LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.07 Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.07 Vert(TL) -0.01 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:27 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-4 BOT CHORD 4 X 2 SYP No.2 oc purlins, except end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 8=162/0-3-8, 5=162/Mechanical FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-8=-157/0,4-5=-159/0, 1-2=-141/0,2-3=-141/0,3-4=-141/0 BOT CHORD 7-8=-0/0,6-7=0/141,5-6=0/0 WEBS 4-6=0/187, 1-7=0/184,2-7=-110/0,3-6=-111/0 JOINT STRESS INDEX 1 =0.20,2=0.07,3=0.07,4=0.20,5=0.10,6=0.20,7=0.20 and 8=0.07 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard r 1� r s Mia e��s•� r-s4-.... :;a-a ism uac k 3 i b.,"a wcawaa I Q+ axs yr i i.lu-m1. October 5,2007 Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, �' 01(" � , (4.ti 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofdo Drive,Madison,WI 53719 Job Truss Truss Type Qty Ply ii 0 1 J1897931 J255304F1 F06 FLOOR 5 1 Job Reference_(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Apr 19 2006 MiTek Industries, Inc. Fri Oct 05 09:43:50 2007 Page 1 1-3-0 1-8-8 Scale=1:33.8 6x8-- 5x6 11 4x6 I 5x6 11 3x6 I 3x6 11 4x6 11 5x6 16x8- 5x6 I 1 2 3 4 5 6 7 8 9 10 T 4 -- — q d to 0 19 18 17 16 15 14 13 12 11 3x6 11 6x8= 5x6 11 4x6 11 4x6 11 4x6 11 5x6 11 6x8= 6x8= 4x6 11 Simpson HHUS48 into Beam by Others. 19-10-0 ..-- ----- -Plate Offsets(X,Y): [6:0-3-0,0-0-0], [10.0-3-0,Edge], L5 0 3-0,Edge,[16 0-3-0,Edqel LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.54 Vert(LL) -0.23 14-15 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.78 Vert(TL) -0.43 14-15 >543 240 BCLL 0.0 Rep Stress Incr NO WB 0.63 Horz(TL) 0.05 11 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 155 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 BOT CHORD 4 X 2 SYP No.1 D oc purlins, except end verticals. WEBS 4 X 2 SYP-No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Recommended hanger connection based on manufacturer tested capacities and nail calculations.Conditions may exist that require REACTIONS (Ib/size) 20=1012/0-3-8, 11=1074/Mechanical different connections than indicated. Refer to manufacturer publication for additional information. Hanger cormection to be reviewed and FORCES (lb)-Maximum Compression/Maximum Tension approved by the Architect/Engineer of Record. TOP CHORD 1-20=-1003/0, 10-11=-1069/0, 1-2=-1181/0,2-3=-3097/0,3-4=-4504/0,4-5=-5869/0, 5-6=-5869/0,6-7=-5869/0, 7-8=-4907/0,8-9=-3254/0,9-10=-1210/0 BOT CHORD 19-20=-0/0, 18-19=0/2248, 17-18=0/3905, 16-17=0/5164, 15-16=0/5869, 14-15=0/5546, 13-14=0/4165, 1-2-13=0/2344, 11-12=0/0 WEBS 10-12=0/1569, 1-19=0/1504,9-12=-1500/0,2-19=-1412/0,9-13=0/1204,2-18=0/1124, 8-13=-1207/0,3-18=-1069/0,8-14=0/982,3-17=0/793,7-14=-845/0,4-17=-873/0 7-15=0/609,4-16=0/985,5-16=-409/0,6-15=-445/0 JOINT STRESS INDEX 1 =0.62,2=0.92,3=0.85,4=0.81,5=0.33,6=0.33, 7=0.65,8=0.80,9=0.62, 10=0.88, 11 =0.70, 12=0.73, 13=0.56, 14= 0.80, 15=0.50 16=0.80, 17=0.85, 18=-0.92, 19=0.70 and 20=0.44 NOTES 1)Unbalanced floor-live loads have been considered for this design. 2)All bearings are-assumed to be SYP No.2 crushing capacity-of 565.00 psi y- 3)Recommend 2x6 strongbacks, on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16dan`xtS k.:a vtr.^a� x.a Eaaa.r,•r .:>:c.- ^.r•a-+t:.��-. Strongbacks to be attached to walls at their outer ends or restrained by other means: October 5,2007 Continued on page 2 A Warning-Veflfy design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 IoFirstSource Job Truss Truss Type Qty ly 0 1 J2553041`1 F06 FLOOR 5 1 J1897931 -- 1 _— Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Apr 19 2006 MiTek Industries, Inc. Fri Oct 05 09:43:50 2007 Page 2 Loading has been calculated by the truss manufacturer. It is the responsibility of the Architect/Engineer of Record to verify and approve the loading. LOAD CASE(S) Standard Except: 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert: 11-20=-7, 1-10=-67 Concentrated Loads(lb) Vert:6=-645 K ._rte a.e.� r�A-. ��r��:,•��.�-�.� }z,I�;s r'_b w:9�ti h t%a'. P'al a:s. _x-'#RAY@;••»iii 1 5+">� i sai 3:'9-say{ s�i:P-vrir October 5,2007 Warning-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE Lam This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors.Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, MFimt. our6300 Enterprise Lane,Madison,W153719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,W153719 Job Truss Truss TypeQty Ply 01 J255304F1 F06A FLOOR 10 1 J1897932 - - - -- -- -_ - - - Job Reference(Optional) - - -- - - Builders First Source,Jacksonville,Florida 32244 6.300 s Apr 19 2006 MiTek Industries, Inc. Fri Oct 05 09:44:59 2007 Page 1 1-3-0 1-B-8 Scale=1:33.9 Warning:This truss has not been designed to support any additional load from conventional framing. 6x8 5x6 I 4x6 1 4x6 I 3x6 I 3x6 11 3x6 11 44 5x6 I'. 5x6 11 1 2 3 4 5 6 7 8 9 10 r 0 a 0 19 18 17 16 15 14 13 12 11 3x6 11 6x8= 5x6 11 4x6 11 4x6 11 3x6 4x6 11 5x6 11 6x8= 3x6 11 Simpson HHUS48 into Beam by Others. 19-10-0 Plate Offsets(,Y): [6:0-3-U-0-0], [10:0-3-0,Ed9el, [16:0-3-0,Edge]_ LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.17 Vert(LL) -0.14 15-16 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.36 Vert(TL) -0.22 15-16 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.03 11 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 155 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 BOT CHORD 4 X 2 SYP No.2 oc purlins, except-end-verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Recommended hanger connection based on manufacturer tested capacities and nail calculations. Conditions may exist that require REACTIONS (Ib/size) 20=720/0-3-8, 11=720/Mechanical different connections than indicated. Refer to manufacturer publication for additional information. Hanger connection to be reviewed and FORCES (lb)-Maximum Compression/Maximum Tension approved by-the Architect/Engineer of Record. TOP CHORD 1-20=-715/0, 10-11=-715/0, 1-2=-817/0,2-3=-2050/0,3-4=-2833/0,4-5=-3236/0, 5-6=-3236/0,6-7=-3236/0,7-8=-2818/0,8-9=-2025/0,9-10=-782/0 BOT CHORD 19-20=0/0, 18-19=0/1544, 17-18=0/2537, 16-17=0/3109, 15-16=0/3236, 14-15=0/3100, 13-14=0/2517, 12-13=0/1512, 11-12=0/0 WEBS 10-12=0/1013, 1-19=0/1040, 9-12=-967/0,2-19=-963/0,9-13=0/678,2-18=0/669, 8-13=-651/0,3-18=-644/0, 8-14=0/398,3-17=0/392,7-14=-373/0,4-17=-365/0, 7-15=-106/427,4-16=-114/419,5-16=-190/22,6-15=-193/19 JOINT STRESS INDEX 1 =0.43,2=0.55,3=0.49,4=0.49,5=0.33,6=0.33, 7=0.71,8=0.49,9=0.55, 10=0.57,11 =0.62, 12=0.47, 13=0.55, 14= 0.49, 15=0.70, 16=0.38, 17=0.49, 18=0.55, 19=0.48 and 20=0.33 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi . 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard October 5,2007 1 Warning•Veriy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erectionW4 and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, a�. 6300 Enterpnse Lane,Madison,W 153719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,W 153719Fill°'d4t Job j Truss 11 Truss Type Qty Ply 0 1 ' J1897933 , J255304F1 IF07 FLOOR 1 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Apr 19 2006 MiTek Industries, Inc. Fri Oct 05 09:46:06 2007 Page 1 1-3-0 1-11-14 Scale=1:35.2 3x6 FP— 3x6 FP= 6x8= 5x6 11 4x6 11 5x6 I 5x6 11 5x6 II 6x8= 5x6 "I 1 2 3 4 5 6 8 9 10 11 12 m N + V O 22 21 20 19 18 17 16 15 14 13 6x8= 5x6 11 6x8= 6x8= 6x8= 5x6= 6x8= 6x8= 4x6 3x6 FP= 3x6 FP= Simpson HHUS48 into Beam by Others. —._-- 20-5-14 20-5-14 Plate Offsets(X,Y): [12:0-3-0,Edge], [18:0-3-0,Edge],L19:0-3-0,Edge] LOADING (psf) SPACING 1-4-0 i CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 ii TC 0.61 Vert(LL) -0.27 18 >906 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.93 Vert(TL) -0.50 17-18 >488 240 BCLL 0.0 Rep Stress Incr NO WB 0.64 Horz(TL) 0.06 13 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) i Weight: 163 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 BOT CHORD 4 X 2 SYP No.1 D oc purlins, except end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Recommended hanger connection based on manufacturer tested capacities and nail calculations. Conditions may exist that require REACTIONS (Ib/size) 23=1032/0-3-8, 13=1101/Mechanical different connections than indicated. Refer to manufacturer publication for additional information. Hanger connection to be reviewed and FORCES (lb)-Maximum Compression/Maximum Tension approved by the Architect/Engineer of Record. TOP CHORD 1-23=-1023/0, 12-13=-1093/0, 1-2=-1206/0,2-3=-3173/0,34=4610/0,4-5=-4610/0, 5-6=-6110/0,6-7=-6110/0,7-8=-6110/0,8-9=-5098/0,9-10=-5098/0, 10-11=-3361/0, 11-12=-1240/0 BOT CHORD 22-23=-0/0,21-22=0/2298,20-21=0/4001, 19-20=0/5311, 18-19=0/6110, 17-18=0/5853, 16-17=0/5853, 15-16=0/4281, 14-15=0/2412, 13-14=0/0 WEBS 12-14=0/1608, 1-22=0/1536, 11-14=-1551/0,2-22=-1445/0, 11-15=0/1256,2-21=0/1158, 10-15=-1218/0,3-21=-1095/0, 10-16=0/1043,3-20=0/810,8-16=-1018/0, 8-17=0/225, 5-20=-924/0,8-18=-54/611,5-19=0/1087,6-19=-421/0,7-18=-477/0 JOINT STRESS INDEX 1 =0.63,2=0.95,3=0.86,4=0.30,5=0.89,6=0.33, 7=0.33,8=0.77,9=0.33, 10=0.85, 11 =0.64, 12=0.90, 13=0.71, 14= 0.75, 15=0.59, 16=0.91, 16=0-95, 17=0.32, 18=0.33, 19=0.45,20=0.40,20=0.86,21 =0.95,22=0.72 and 23=0.45 NOTES 1)Unbalanced floor live loads-have been considered for this design. ar .a s� r t ..a a xmaa:n vzM 2)All plates are 3x6 MT20 unless otherwise indicated. 3)The following joint(s)require plate inspection per the Tooth Count Method when this truss is chosen fora„y._.v"Sc quality assurance inspection: 16,20,4 and 9. 4)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi October 5,2007 Continued on page 2 A Warning-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 BEFORE USE Ry This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult 3CSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,W 153719 OFIrst FJ255304FI Truss Truss Type Qty Ply 01 J1897933 ' F07 FLOOR 1 1 _—_ _______,— Job Reference (optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Apr 19 2006 MiTek Industries,Inc. Fri Oct 05 09:46:06 2007 Page 2 NOTES 5)Recommend 2x6 strongbacks, on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Loading has been calculated by the truss manufacturer. It is the responsibility of the Architect/Engineer of Record to verify and approve the loading. LOAD CASE(S) Standard Except: 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert: 13-23=-7, 1-12=-67 Concentrated Loads(lb) Vert:7=-645 •.ns�..� �• asr+'C'�fi"f 2 r>.:;;„ra��ra.r_ October 5,2007 Warning•Verlfy design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery, the OUMM and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, �� 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Job i Truss Truss Type Qty Ply 0 1 J1897935 J255304F1 F09 FLOOR 1 �Job Reference(optional Builders First Source,Jacksonville ,Florida 32244 6.300 s Apr 19 2006 MiTek Industries, Inc. Fri Oct 05 09:50:24 2007 Page 1 I 1-3-0 1-11-10 Scale=1:34.9 3x6 FP= 3x6 FP= 6x8- 5x6 11 4x6 11 5x6 11 5x6 1 5x6 11 6x8= 5x6 I 1 2 3 4 5 6 8 9 10 11 12 ,o 0 23 22 21 20 19 18 17 16 15 14 13 6x8= 5x6 ,I 4x6 II 6x8- 5x6= 6x8= 6x8= 4x6 I 3x6 FP= 3x6 FP= Simpson HHUS48 into Beam by Others. -----20-4_2_.-- 20-4-2 Plate Offsets(X,Y): [7:0-3-0,0-0-0], [12:0-3-0,Edge], [19:0-3-0,Edgee_____ LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/defl L/d PLATES r GRIP TCLL 40.0 Plates Increase 1.00 TC 0.58 Vert(LL) -0.26 18 >935 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.90 Vert(TL) -0.48 17-18 >505 240 BCD 5.0 Code FBC2004/TP12002 BCLL 0.0 Re WB 0.64 Horz(TL) 0.06 13 n/a n/a Stress Incr NO (Matrix) Weight: 161 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 BOT CHORD 4 X 2 SYP NoAD oc purlins, except end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied-or 10-0-0 oc bracing. Recommended hanger connection based on manufacturer tested capacities and nail calculations. Conditions may exist that require REACTIONS Ib/size 24=1027/0-3-8, 13=1096/Mechanical different connections than indicated. Refer to manufacturer publication ( ) for additional information. Hanger connection to be reviewed and FORCES (Ib)-Maximum Compression/Maximum Tension approved by the Architect/Engineer of Record. TOP CHORD 1-24=-1018/0, 12-13=-1088/0, 1-2=-1200/0,2-3=-3154/0,3-4=-4588/0,4-5=-4588/0, 5-6=-6050/0,6-7=-6050/0, 7-8=-6050/0,8-9=-4979/0,9-10=-4979/0, 10-11=-3341/0, 11-12=-1234/0 BOT CHORD 23-24=0/0,22-23=0/2285,21-22=0/3976,20-21=0/3976, 19-20=0/5273, 18-19=0/6050, 17-18=0/5808, 16-17=0/5808, 15-16=0/4256, 14-15=0/2399, 13-14=0/0 WEBS 12-14=0/1599, 1-23=0/1528, 11-14=-1542/0,2-23=-1436/0, 11-15=0/1247,2-22=0/1149, 10-15=-1212/0, 3-22=-1089/0, 10-16=0/967,3-20=0/809, 8-16=-1064/0,8-17=0/214, 5-20=-907/0,8-18=-60/592,5-19=0/1059,6-19=-409/0,7-18=-470/0 JOINT STRESS INDEX 1 =0.63,2=0.94,3=0.86,4=0.30,5=0.87,6=0.33,7=0.33,8=0.74,9=0.32, 10=0.79, 11 =0.64, 12=0.90, 13=0.71, 14= 0.75, 15=0.58, 16=0.66, 16=0.95, 17=0.32, 18=0.90, 19=0.43, 20=0.86,21 =0.65,22=0.94,23=0.71 and-24=0.44 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x6 MT20 unless otherwise indicated. 3)The following joint(s)require plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection: 16,21,4 and 9. 4)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi October 5,2007 Continued on page 2 14 Warning-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 BEFORE USE 1 This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. - Appiicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, "`"; ,{,Sour 6300 Enteryrise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 !#�$I) $L Job Truss Truss Type Qty Ply 0 1 J1897935 J255304F1 I F09 FLOOR 1 1 i Builders First Source,Jacksonville,Florida 32244 6.300 s Apr 19 2006 MiTek I Job Reference(optional) ndustrles,Inc. Fri Oct 05 09:50:2420W Page 2 NOTES 5)Recommend 2x6 strongbacks, on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Loading has been calculated by the truss manufacturer. It is the responsibility of the Architect/Engineer of Record to verify and approve the loading. LOAD CASE(S) Standard Except: 1)Floor:Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads(plf) Vert: 13-24=-7, 1-12=-67 Concentrated Loads(lb) Vert:7=-645 �;:.r'xYTlsryxna_�r- Ak�'M ry aw^.'A a� M.a t'D r'•l:A.'a :%R a t'�k�B4 October 5,2007 — --- Warning-VerNy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE U=nne This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTe Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent braciresponsibility of building designer and/or contractor per ANSI/TPI 7 as referenced by the building code. For general guidance regarding storage,delivand bracing,consult ,Mad1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council otAmerica,1 WTCA C1 ', 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 F Job Truss Truss Type Qty Ply 0 1 J1897937 J255304F1 F11 (FLOOR 3 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Apr 19-2006 MiTek Industries, Inc. Fri Oct 05 09:52:17 2007 Page 1 0-1-8 1-3-0—i 1-1-12 0-1 8 H kale=1:30.5 4x6 4x6= 3x4-= 3x4=-- 2x4 I 3x4 3x6 �job Truss Truss Type Qty Ply 01 J1897937 55304F1 F11 FLOOR 3 1 Builders First Source,Jacksonville,Florida 3 �b Reference(optional) 2244 6.300 s Apr 19 2006 MiTek Industries, Inc. Fri Oct 05 09:52:17 2007 Page 2 Loading has been calculated by the truss manufacturer. It is the responsibility of the Architect/Engineer of Record to verify and approve the loading. LOAD CASE(S) Standard Except: 1) Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads(plf) Vert: 10-19=-7, 1-9=-67 Concentrated Loads(lb) Vert:6=-645 'r"9"tt�ac tW uaa��s<v ST-r,y.L94x-y+�.xre.€.. October 5,2007 Warning-VerNy design parameter and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibil ty of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, 6300 Enterprise Lane,,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Job Truss Truss Type Qty Ply J18979 0 1 18 J255304F1 F12 FLOOR 1 1 Jacksonville,Florida 3 Job Reference(optional) Builders First SoL��e2244x6 T� 6.300 s Apr 19 2006 MiTek I��is�tries,—In—c. Fri Oct 05 09.58:39 0 Page 1 1 2 3 4 1-3-0 1-4-0 r � Scale=1:7.9 i to q 7 I 1 4x6= 4x6= 8 7 6 5 Simpson THA422 Simpson THA422 a-4-o 4-4-0 Plate Offsets(X,Y): [3:0-3-0,0-0-0], [4:0-3-0,Edge],_(5:0-1-8,Edgel,[6:0-1-8,Edge], 7:0[ 1-8,Edge] LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.28 Vert(LL) -0.01 7 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.29 Vert(TL) -0.02 7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.54 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:30 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-0 BOT CHORD 4 X 2 SYP No.2 oc purlins, except end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 8=1173/Mechanical,5=1173/Mechanical FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-8=-1164/0,4-5=-1164/0, 1-2=-1029/0,2-3=-1029/0,3-4=-1029/0 BOT CHORD 7-8=-0/0,6-7=0/1029,5-6=0/0 WEBS 4-6=0/1339, 1-7=0/1339,2-7=-851/0,3-6=-851/0 JOINT STRESS INDEX 1 =0.73,2=0.37,3=0.37,4=0.73,5=0.76, 6=0.72, 7=0.72 and 8=0.76 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 3)Girder carries tie-in span(s):4-7-4 from 0-0-0 to 4-4-0 4)Recommend 2x6 strongbacks,on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)In the LOAD CASE(S)section, loads applied to the face of the truss are noted as front(F)or back(B). E•fin&%: .mr�..esl W�cama ye }'4ii.lveii. October 5,2007 Continued on page 2 Warning-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE ,in 0 This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and I or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection -and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, u r 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Job Truss Truss Type Oty Ply 01 J1897938 ' J255304F1 F12 FLOOR 1 1 t Builders First Source,Jacksonville,Florida 32244 6.300 s Apr 19 2006 MiTek I Job Reference i tional - ----- ---– — – �_p-- ) - – -----Industries,Inc. Fri Oct 05 09:58:39 2007 Page 2 Loading has been calculated by the truss manufacturer. It is the responsibility of the Architect/Engineer of Record to verify and approve the loading. LOAD CASE(S) Standard Except: 1)Floor:Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads(plf) Vert:5-8=-7, 1-4=-551(F=-367) M-'1•e.a as::f ri'M fes''i--- Fri�'"� .zS N R:a k`�La} •8 N Sw.n A'":.xn m.wni;ami W'aasY N"�Ivri bzA iV'a"V{.C;"•a'p If.AR;5s:3/R d.:F"R. �.,,;W... '.Y�fiW�'�".'t October 5,2007 Warning-Verify design perametem and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE III BEFORE U=connectors. This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTeApplicability of design parameters and proper.incorporation of component into the overall building structure,including all temporary and permanent braciresponsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivand bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA C 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Job Truss Truss Type Qty Ply 0 1 J1897939 J255304F1 F13 FLOOR 1 1 Job Reference(optional) Builders First So a x�acksonville,Florida 32244 341-- 6.300 s Apr 19 2006 MiTek Irk ries, Inc. Fri Oct 05 09-.546n-2007 Page 1 1 2 3 4 1-3-0 1-4-0 r r ---- � .. --- _..._T- — Sale=1:7.9 --------------------- i I li p v , 5x6= 5x6= 8 7 6 5 Simpson THA422 Simpson THA422 I-- — -__- 4-4-0 3x4 4-4-0 Plate Offsets(X,Y): _[3:0-3-0,0-0-00), 4.0-1[ -8,Edge],j6:0-1-8,Edge],[7:0-1-8,Edge] LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.26 Vert(LL) -0.02 7 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.40 Vert(TL) -0.02 7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.56 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:30 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.1 D TOP CHORD Structural wood sheathing directly applied or 4-4-0 BOT CHORD 4 X 2 SYP No.2 oc purlins, except end verticals. WEBS 4 X-2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 8=1234/Mechanical,5=1234/Mechanical FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-8=-1225/0,4-5=-1225/0, 1-2=-1081/0,2-3=-1081/0,3-4=-1081/0 BOT CHORD 7-8=-0/0,6-7=0/1081,5-6=0/0 WEBS 4-6=0/1407, 1-7=0/1407,2-7=-895/0,3-6=-895/0 JOINT STRESS INDEX 1 =0.62,2=0.39,3=0.39,4=0.62,5=0.53,6=0.57, 7=0.57 and 8=0.53 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 3)Recommend 2x6 strongbacks,orredge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)In the LOAD CASE(S)section,loads applied-to the face of the truss are noted as front(F)or back(B). LOAD CASE(S)-Standard 1)Floor:Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads(plf) Vert: 5-8=-7, 1-4=-580(F=-513) October 5,2007 Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1101II.7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing;is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, m , 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Ip'" ix mf">1 w:y:�rla ISG/nP. rWtix -_:9:A AZEik:�Si'EY.> ;t tr>c.� �1 teary t-tl,r.,s October 5,2007 Warning-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. OF rl Applicability of geslgn parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,istheIMAkrs responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection g: and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, r 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 i s - 1 Job Truss Truss Type Qty .Ply 01 J1897940 J255304F1 F-KW FLOOR 7 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries, Inc. Thu Oct 04 16:47:18 2007 Pagel Scale=1:13.3 1 3x4= 2 3 4 5 6 7 TT yyyl---yyy I Io V I I I 14 3x4= 1-4-0 2-8-0 4-0-0 5-4-0 6-8-0 8-0-0 113-0 1-4-0 1-4-0 1-4-0 1-4-0 1-40 Plate Offsets(X,Y): [7:0-1-8,Edge], [8:0-1-8,Edge], [13:0-1-8,Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) -0.00 8 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight:37 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structuralwoodsheathing directly applied or BOT CHORD 4 X 2 SYP No.2 8-0-0 oc purlins, except end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling-directly applied or 10-0-0 oc OTHERS 4 X 2 SYP No.3 bracing. REACTIONS (Ib/size) 14=55/8-0-0, 8=55/8-0-0, 11=148/8-0-0, 12=143/8-0-0, 13=161/8-0-0, 10=143/8-0-0,9=161/8-0-0 FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-14=-50/0,7-8=-50/0, 1-2=0/0,2-3=0/0, 3-4=0/0,4-5=0/0,5-6=0/0,6-7=0/0 BOT CHORD 13-14=-0/0, 12-13=0/0, 11-12=-0/0, 10-11=-0/0, 9-10=-0/0,8-9=0/0 WEBS 4-11=-135/0,3-12=-130/0,2-13=-146/0, 5-10=-130/0, 6-9=-146/0, 1-13=0/0 JOINT STRESS INDEX 1 =0.04,2=0.09, 3=0.08,4=0.08,5=0.08, 6=0.09,7=0.03, 8=0.03,9=0.09, 10=0.08, 11 =0.08, 12=0.08, 13= 0.11 and 14=0.03 NOTES 1)All plates are 2x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e. !` �a . ,, r �•.._,;,. r. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi October 5,2007 Continued on page 2 A Warning-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, OFjrstSource 6 300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Job Truss Truss Type Qty Ply 01 J1897940 J255304F1 F-KW FLOOR 7 1 1 I _ Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries, Inc. Thu Oct 04 16:47:18 2007 Page 2 NOTES 6) Recommend 2x6 strongbacks, on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 4�}-05'v 37].�'•yd•a. A-,34S•�8i s„r�. � •, °„A`.?.+f'::�.,,.. October 5,2007 Warning•VerKy tlesign parameters and READ NOTES ON-THIS-AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,i WTCA Center, 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Job Truss Truss Type Qty Ply 01 J1898216 J255304F1 T100 FLOOR 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries,Inc. Fri Oct 05 11:51:23 2007 Pagel 1-11-3 3-8-10 A-2-12 5-6-1 7-3-8 T 9-1-0 10-6-12 1Q-10r7 12-7-14 14-5-5 1 1-11-3 1-9-7 0-6-2 1-3-5 1-9-7 1-9-7 1-5-13 0-3-11 1-9-7 1-9-7 1-11-3 Scale=1:28.8 2x4 I 2x4 11 J.6- 1 2 3 4 5 6 8 9 10 19 18 17 16 15 14 13 12 11 2x4 11 5x6= 2x4 1 Simpson HGUS28-3 into Beam by Others. 1-11-3 3-8-10 5-6-1 7-3-8 9-1-0 10-10-7 12-7-14 14-5-5 16-4-8 1-11-3 1-9-7 1-9-7 1-9-7 1-9-7 1-9-7 1-9-7 1-9-7 1-11-3 Plate Offsets(X Y): [7:0-3-0,0-3-01, [17:0-2-12,0-3-0] LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.34 Vert(LL) -0.12 15-16 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.92 Vert(TL) -0.34 15-16 >563 240 BCLL 0.0 Rep Stress Incr NO WB 0.48 Horz(TL) 0.05 11 n/a n/a BCDL 5.0 Code FBC2004ITP12002 (Matrix) Weight:239 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 6-0-0 oc purlins, except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Recommended hanger connection based on manufacturer tested capacities and nail calculations. Conditions may exist that require REACTIONS (Ib/size) 20=1982/0-3-8, 11=1953/Mechanical different connections than indicated. Refer to manufacturer publication for additional information. Hanger connection to be reviewed and FORCES (lb)-Maximum Compression/Maximum Tension approved by the Architect/Engineer of Record. TOP CHORD 1-20=-1873/0, 1-2=-3163/0,2-3=-6247/0, 3-21=-8564/0,4-21=-8564/0,4-5=-9833/0, 5-6=-9833/0, 6-7=-9833/0,7-8=-8789/0,8-9=-6115/0, 9-10=-3123/0, 10-11=-1843/0 BOT CHORD 19-20=0/234, 18-19=0/3163, 17-18=0/6247, 16-17=0/8564, 15-16=0/9833, 14-15=0/9009, 13-14=0/6115, 12-13=0/3123, 11-12=0/229 WEBS 1-19=0/3390,2-19=-1787/0,2-18=0/3570, 3-18=-1765/0, 3-17=0/2681, 4-17=-1387/0,4-16=0/1469, 5-16=-670/0, 6-15=-571/0, 7-15=0/1193, 7-14=-1586/0, 8-14=0/3096,8-13=-1691/0,9-13=0/3462,9-12=-1778/0, 10-12=0/3350 JOINT STRESS INDEX 1 =0.79,2=0.83, 3=0.72,4=0.34,5=0.33,6=0.33,7=0.48, 8=0.72, 9=0.83, 10=0.79, 11 =0.56, 12=0.79, 13= 0.83, 14=0.72, 15=0.34, 16=0.34, 17=0.80, 18=0.83, 19=0.79 and 20=0.56 NOTES 1)3-ply truss to be connected together with 10d (0.131"x3")nails as follows: K r •ry-:»ter Top chords connected as follows:2 X 4- 1 row at 0-7-0 oc. Bottom chords connected as follows:2 X 4- 1 row at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. October 5,2007 Continued on page 2 Warning-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE WIN This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, 6300 Enterprise Lane,Madison,W 153719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,W1 53719 Job Truss Truss Type Qty Ply 0, J1898216 J255304171 T100 FLOOR 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries, Inc. Fri Oct 05 11:51:23 2007 Page 2 NOTES 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section. Ply to ply connections have been provided to distribute only loads noted as(F)or(B), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4)All plates are 3x6 MT20 unless otherwise indicated. 5)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 6) Recommend 2x6 strongbacks,on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Loading has been calculated by the truss manufacturer. It is the responsibility of the Architect/Engineer of Record to verify and approve the loading. LOAD CASE(S) Standard Except: 1) Floor:Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads(plf) Vert: 1-21=-67, 7-21=-351(F=-284), 7-10=-67, 11-20=-7 Concentrated Loads(lb) Vert: 7=-722(F=-78)21=-189(F=-78) F«.Fes k'S Eir !:.`"..ww zel aw rxs'.1 �.�3l+ i'il vr3i October 5,2007 Warning-Verity design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and 1 or contractor per ANSI!TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, f 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Job Truss Truss Type Qty Ply 01 J1898217 J255304171 T101 FLOOR 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries, Inc. Fri Oct 05 11:51:24 2007 Page 1 1-11-3 3-8-10 5-0-0 5-6-1 7-3-8 9-1-0 10-10-7 12-7-14 14-5-516-4-8 � 1-11-3 1-9-7 1-3-6 0-6-1 1-9-7 1-9-7 1-9-7 1-9-7 1-9-7 1-11-3 Scale=1:28.8 2x4 1 3x6= 3x6= 3x6= 3x6= 6x8= 1 2 3 4 5 6 7 8 9 10 i 19 18 17 16 15 14 13 12 11 2x4 11 3x6= 5x8= 3x6= 3x6- 2x4 11 Simpson HUCQ210-2 into Beam by Others. 1-11-3 3-8-10 5-6-1 7-3-8 9-1-0 10-10-7 12-7-14 14-5-5 16-4-8 _ 1-11-3 1-9-7 1-9-7 1-9-7 1-9-7 1-9-7 1-9-7 1-9-7 1-11-3 Plate Offsets(X,Y): [2:0-3-8,0-1-8], [6:0-1-12,Edge], [9:0-3-8,0-1-8], [12:0-3-8,0-1-8], [13:0-3-8,0-1-8], [16:0-3-8,0-3-4], [18:0-3-8 LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.74 Vert(LL) -0.16 16 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.92 Vert(TL) -0.41 16 >476 240 BCLL 0.0 Rep Stress Incr NO WB 0.68 Horz(TL) 0.06 11 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 159 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.1 D 3-7-0 oc purlins, except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Recommended hanger connection based on manufacturer tested capacities and nail calculations.Conditions may exist that require REACTIONS (Ib/size) 20=1867/0-3-8, 11=1799/Mechanical different connections than indicated. Refer to manufacturer publication for additional information. Hanger connection to be reviewed and FORCES (lb)-Maximum Compression/Maximum Tension approved by the Architect/Engineer of Record. TOP CHORD 1-20=-1761/0, 1-2=-2966/0,2-3=-5899/0, 3-21=-7959/0,4-21=-7959/0,4-5=-7719/0, 5-6=-7719/0, 6-7=-7719/0,7-8=-6449/0, 8-9=-4923/0, 9-10=-2711/0, 10-11=-1688/0 BOT CHORD 19-20=0/230, 18-19=0/2966, 17-18=0/5899, 16-17=0/7959, 15-16=0/7719, 14-15=0/6449, 13-14=0/4923, 12-13=0/2711, 11-12=0/233 WEBS 1-19=0/3167,2-19=-1668/0, 2-18=0/3394, 3-18=-1689/0,3-17=0/2385, 4-17=-1158/0,4-16=-1218/102, 5-16=-36/302,6-15=-533/0,7-15=0/1513, 7-14=-974/0, 8-14=0/1766,8-13=-1245/0, 9-13=0/2561,9-12=-1539/0, 10-12=0/2868 JOINT STRESS INDEX 1 =0.58,2=0.77,3=0.75,4=0.48, 5=0.30, 6=0.71,7=0.48, 8=0.75,9=0.77, 10=0.58, 11 =0.75, 12=0.72, 13= 0.77, 14=0.75, 15=0.48, 16=0.83, 17=0.75, 18=0.77, 19=0.72 and 20=0.75 _ 4-ax.-&-+SHs"a'S {,. t -�.e8#.a C =rn or.nv F ws.l t'4>aa;•X. f'A.Ivrt. October 5,2007 Continued on page 2 A Warning-Vertfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors Eim Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, �, a 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 #111rice Job Truss Truss Type Qty Ply 01 J1898217 J255304F1 T101 FLOOR 1 _ 2 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries, Inc. Fri Oct 05 11:51:24 2007 Page 2 NOTES 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2 X 4- 1 row at 0-9-0 oc. Bottom chords connected as follows:2 X 4-1 row at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front(F)or back(B)face in the LOAD CASE(S)section. Ply to ply connections have been provided to distribute only loads noted as(F)or(B), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4)All plates are 3x8 MT20 unless otherwise indicated. 5)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 7) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Loading has been calculated by the truss manufacturer. It is the responsibility of the Architect/Engineer of Record to verify and approve the loading. LOAD CASE(S) Standard Except: 1) Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads(plf) Vert: 1-21=-67, 10-21=-184(F=-117), 11-20=-7 Concentrated Loads(lb) Vert:21=-1173 .a....r...... r..:,:�. October 5,2007 Warning•Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Idll•7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 W TCA Center, 6300 Enterprise Lane,Madison,W 153719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 hlFirst%'--�ource Job Truss Truss Type Qty Ply 01 J1898218 J255304F1 T102 FLOOR 8 n L Job Reference optional Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries, Inc. Fri Oct 05 11:51:25 2007 Page 1 2-0-11 3-11-11 i 5-10-10 7-9-9 9-8-8 11-7-8 1,2-1-ti 13-6-7 15-5-6 i 17-4-5i 19-3-5 21-4-0 2-0-11 1-10-15 1-10-15 1-10-15 1-10-15 1-10-15 0-5-12 1-5-3 1-10-15 1-10-15 1-10-15 2-0-11 Scale=1:37.6 5x6- 2x4 11 2x4 I 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 2x4 I 5x6- 2x4 I' Simpson HGUS28-2 into Beam by Others. 2-0-11 3-11-11 5-10-10 7-9-9 9-8-8 11-7-8 i 13-6-7 i 15-5-6 i 17-4-5 19-3-5 21-4-0 2-0-11 1-10-15 1-10-15 1-10-15 1-10-15 1-10-15 1-10-15 1-10-15 1-10-15 1-10-15 2-0-11 Plate Offsets(X,Y): [4:0-3-0,0-3-0], [16:0-3-0,0-3-0] LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.62 Vert(LL) -0.28 18 >909 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.84 Vert(TL) -0.50 18 >507 240 BCLL 0.0 Rep Stress Incr NO WB 0.40 Horz(TL) 0.06 13 n/a n/a BCDL 5.0 Code FBC2004rP12002 (Matrix) Weight:207 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No-2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2'Except` 4-3-14 oc purlins, except end verticals. 16-24 2 X 4 SYP_No.1D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc WEBS 2 X 4 SYP No.3 bracing. Recommended hanger connection based on manufacturer tested capacities and nail calculations. Conditions may exist that require different connections than indicated. Refer to manufacturer publication REACTIONS (Ib/size) 24=1050/0-3-8, 13=1138/Mechanical for additional information. Hanger connection to be reviewed and approved by the Architect/Engineer of Record. FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-24=-986/0, 1-2=-1743/0,2-3=-3273/0, 3-4=-4517/0,4-5=-5472/0,5-6=-6531/0, 6-7=-6531/0, 7-25=-6531/0,8-25=-6531/0,8-9=-6252/0, 9-10=-4977/0, 10-11=-3594/0, 11-12=-1898/0, 12-13=-1073/0 BOT CHORD 23-24=0/137,22-23=0/1743, 21-22=0/3273,20-21=0/4608, 19-20=0/5472, 18-19=0/6531, 17-18=0/6252, 16-17=0/4977, 15-16=0/3594, 14-15=0/1898, 13-14=0/143 WEBS 1-23=0/1828, 2-23=-917/0,2-22=0/1743, 3-22=-812/0, 3-21=0/1416,4-21=-660/0, 4-20=0/1003, 5-20=-607/0,5-19=0/1267, 6-19=-296/0,7-18=-431/0,8-18=-71/575, 8-17=-564/0,9-17=0/1452,9-16=-759/0, 10-16=0/1575, 10-15=-899/0, 11-15=0/1931, 11-14=-1000/0, 12-14=0/1998 JOINT STRESS INDEX 1 =0.64,2=0.61,3=0.49,4=0.40, 5=0.44,6=0.33,7 =0.33, 8=0.34,9=0.51, 10=0.55, 11 =0.67, 12=0.70, 13= 0.50, 14=0.70, 15=0.67, 16=0.72, 17=0.51, 18=0.34, 19=0.44, 20=0.35,21 =0.49,22=0.61, 23=0.64 and 24= 0.49 October 5,2007 Continued on page 2 Warning-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection - joBu&J"s and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, �' {"S 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofno Drive,Madison,WI 53719 '^'R° Job Truss Truss Type Qty Ply 01 J255304F1 T102 FLOOR g J1898218 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries,Inc. Fri Oct 05 11:51:25 2007 Page 2 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3")nails as follows: Top chords connected as follows:2 X 4- 1 row at 0-9-0 oc. Bottom chords connected as follows:2 X 4- 1 row at 0-9-0 oc. Webs connected as follows:2 X 4- 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front(F)or back(B)face in the LOAD CASE(S)section. Ply to ply connections have been provided to distribute only loads noted as(F)or(B), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4)All plates are 3x6 MT20 unless otherwise indicated. 5)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 6) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Loading has been calculated by the truss manufacturer. It is the responsibility of the Architect/Engineer of Record to verify and approve the loading. LOAD CASE(S) Standard Except: 1) Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads(plf) Vert: 1-12=-67, 13-24=-7 Concentrated Loads(lb) Vert:25=-645(F=-156) k '8 s""5da w sm{..crl r'-'v.�.w•.y.• Y�.1 s•«i "w m�srx October 5,2007 Warning-Verify design parameters and READ NOTES ON TNI.AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, 'IFAL ,ry 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,563 D'Onofrio Drive,Madison,WI 53719 i{ i./u Job Truss Truss TypeQty Ply 0 1 J1898219 J255304F1 T103 FLOOR 2 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries, Inc. Fri Oct 05 11:51:26 2007 Pagel 1-11-1 3-8-6 5-5-11 7-3-0 9-0-5 10-7-4 10 9-11 12-7-0 i 14-4-5 i 1616r 17-10-15 18-2r0 19-10-0 1-11-1 1-9-5 1-9-5 1-9-5 1-9-5 1-6-15 0-2-7 1-9-5 1-9-5 1-9-5 1-9-5 0-3-1 1-8-0 Scale=1:34.3 2x4 11 x4 11 5x6= 3x8= 13x8- 2 3 4 5 6 8 9 10 11 12 -- 23 22 21 20 19 18 17 16 15 14 13 3x8= 5x6= 3x8= Simpson HUCQ210-3 into Beam by Others. 1-11-1 3-8-6 5-5-11 7-3-0 9-0-5 10-9-11 i 12-7-0 i 14-4-5 16-1-10 i 17-10-15 19-10-0 1-11-1 1-9-5 1-9-5 1-9-5 1-9-5 1-9-5 1-9-5 1-9-5 1-9-5 1-9-5 1-11-1 Plate Offsets(X,Y): [8:0-3-0,0-3-0], [14:0-3-8,0-1-8], [20:0-3-0,0-3-4], [23:0-3-8,0-1-8] LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.46 Vert(LL) -0.18 18 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.84 Vert(TL) -0.45 18 >522 240 BCLL 0.0 Rep Stress Incr NO WB 0.65 Horz(TL) 0.05 13 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:291 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.1 D 6-0-0 oc purlins, except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Recommended hanger connection based on manufacturer tested capacities and nail calculations.Conditions may exist that require REACTIONS (Ib/size) 24=1358/0-3-8, 13=2993/Mechanical different connections than indicated. Refer to manufacturer publication for additional information. Hanger connection to be reviewed and FORCES (lb)-Maximum Compression/Maximum Tension approved by the Architect/Engineer of Record. TOP CHORD 1-24=-1276/0, 1-2=-2130/0,2-3=-4094/0, 3-4=-5827/0,4-5=-7207/0, 5-6=-9092/0, 6-7=-9092/0,7-8=-9092/0, 8-9=-9365/0, 9-10=-8296/0, 10-11=-6834/0, 11-12=-4563/0, 12-13=-2783/0 BOT CHORD 23-24=0/166,22-23=0/2130,21-22=0/4094,20-21=0/5827, 19-20=0/7207, 18-19=0/9092, 17-18=0/9418, 16-17=0/8296, 15-16=0/6834, 14-15=0/4563, 13-14=0/397 WEBS 1-23=0/2277,2-23=-1211/0,2-22=0/2277,3-22=-1135/0, 3-21=0/2009,4-21=-966/0 ,4-20=0/1600, 5-20=-1020/0, 5-19=0/2185,6-19=-580/0,7-18=-432/0, 8-18=-387/593,8-17=-404/0,9-17=0/1240,9-16=-907/0, 10-16=0/1694, 10-15=-1252/0, 11-15=0/2633, 11-14=-2675/0, 12-14=0/4829 i iA£il Wma saa-aw,�wl i�iww• 3{;4.ivraf l.d-T;;A'�'N""1 S,'.a-'t ♦Y.cm K� Y"Y. �k,,.. ;,,5i.",?A:.,2-fir JOINT STRESS INDEX 1 =0.66,2=0.61, 3=0.47,4=0.37,5=0.51, 6=0.33,7=0.33, 8=0.46,9=0.37, 10=0.47, 11 =0.61, 12=0.66, 13= 0.31, 14=0.81, 15=0.61, 16=0.47, 17=0.37, 18=0.51, 19=0.51,20=0.83,21 =0.47,22=0.61, 23=0.81 and 24= 0.31 October 5,2007 Continued on page 2 IS AND ITEK REFERENCE Warning based parameters design READ NOTES ilinincluding pG1111111-7473 1permanent BEFORE Eisdesign istlaoeersshD1 building eathatnstalnodv alconnectors. ydsdo �monent into the overall semoafa brac bracing, RML responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection - and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center,"' 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Job Truss Truss Type Qty Ply 01 J1898219 J255304F1 T103 FLOOR 2 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries, Inc. Fri Oct 05 11:51:26 2007 Page 2 NOTES 1) 3-ply truss to be connected together with 10d (0.131"x3")nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc. Bottom chords connected as follows:2 X 4-1 row at 0-9-0 oc. Webs connected as follows:2 X 4- 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front(F)or back(B)face in the LOAD CASE(S)section. Ply to ply connections have been provided to distribute only loads noted as(F)or(B), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4)All plates are 3x6 MT20 unless otherwise indicated. 5)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 6) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Loading has been calculated by the truss manufacturer. It is the responsibility of the Architect/Engineer of Record to verify and approve the loading. LOAD CASE(S) Standard Except: 1) Floor:Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads(plf) Vert: 1-7=-67, 7-12=-184(F=-117), 13-24=-7 Concentrated Loads(lb) Vert:7=-645(F=-156) 11=-1234 N�^Is r✓Na la"ai Int-. Patn, a.��5'A%E ri-,t October 5,2007 Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Mr rill Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the ilud&rs retSource sponsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 W TCA Center, L+1' r 300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Symbols Numbering System General 'Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property ♦_�3/4' Damage or Personal In *Center plate on joint unless jury dimensions indicate otherwise. 1. Provide copies of this truss design to the plates to both sides of truss and Dimensions are inches.Apply building designer,erection supervisor,property securely seat. owner and all other interested parties. I J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. C2 C3 1/8 ► ~ A013. Place plates on each face of truss at each joint and embed fully.Avoid knots and wane at joint locations. O 0 �� 3OU U 4. Unless otherwise noted,locate chord splices O at 1A panel length (±6"from adjacent joint.) ' Ca 5. Unless otherwise noted,moisture content of For 4 x 2 orientation,locate BOTTOM CHORDS lumber shall not exceed 19%at time of fabrication. plates 1/8"from outside edge J1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted,this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in I JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator.General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 9. Lumber shall be of the species and size,and 4 x 4 perpendicular to slots.Second in all respects,equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31,96-67 10.Top chords must be sheathed or purlins ICBG 3907,4922 provided at spacing shown on design. 11.Bottom chords require lateral bracing at 10 LATERAL BRACING SBCCI 9667,9432A ft.spacing,or less,if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W,970036-N I unless otherwise noted. continuous lateral bracing. NER 561 12.Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13.Do not overload roof or floor trusses with I stacks of construction materials. BEARING 14. Do not cut or alter truss member or plate Indicates location of joints at without prior approval of a professional 4z> which bearings (supports) occur. engineer. 15.Care should be exercised in handling, ) I I M i oleo k VN� vl;Fqerection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 ©1993 MiTek®Holdings, Inc. ASCE 7-02: 130 MPH WIND SPEED, 15' MEAN HEIGHT, ENCLOSED, I = 1,00, EXPOSURE C 214 BRACE (1) IXd 'L" RRACR • (1) 2%4 "L" BRACL"E • (2) 2X4 " BRACE •• (1) M V BRACE + (2) MM Z'MUM w GABLE VERTICAL NO 9PACDI0SPEC168 GRADE B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B 1 2 3' 4" 6' LO" 8' 0' O' 11' 7 '' 1" 5' 3" 8' e" 10' 10" 1 2' 12' 11" 13. 3' BRAONG GROUP 812ECM AND GRADES: SPF 8 s' 9" 4' 11" 4' 11" 8' a" e' e' B' 3' B' 3' 10' 1' lu' 1' 12' 11' 12' 11' �� S![JD B' 3" 4' 11" 4' 11" 6' 6' 6' S' B' 8" S' 8" 10' D' 10' D" 12' 11' 12' 11' GROUP A STANDARD 3' 3' 4' 2" 4' 2' 5' a" 6' O" 7' 6' 7' 6" a, 6" a, B' 11' 8' 11' 8' ��_� -� Q cn 1 3 9 5 10 8 3 8 1! 7 5 B S. B 11 1a i0 11 8 12 11 13 11 1 �a g UrAgNmDAND 11 sr 2 3' 7" 6' 10" 8' B' 6' 11' 7' 6' 8' 8" B' 11' 10' LO" 11' 8" 12' 11" 13' 11" [}F +9 3' 6" 6' 0" 6' 0' 8' 8" 8' 8' B 88' B' 10' 4" 10 4" 13 q7 13 7" FIR--EARCa 9OUTHM P001 DFL SfITD —§'Al 5'0 -9 0 ---9,7, B 7 --y 8 '88- S 9 12, ! 13 783, � STANDARD B' 4" 4' 3" 4' 3" 6' 8" 6' 8" 7' S" 7' 8" a 8'' 1D B 0', 10" 12' 0' 12' 0"o. [� 5PF 1 2 s 9 B 0" B 4. 10 7. 11 7 1 9 5P. " 9 8 12 4 12 4 14 0 14, 0 HF STUD B' 9" S' 0" 8' 0" 7' 11" 7' 11" 9' 6" 9' 6" 12 4 12' 4' 14' 0' 14' on GROUP B: W Q 1 A STANDARD B' 9' 5' a' 6' B' 8' 10" 6' 10" 9' 8" 9' 2' 10' 7' 1 10' 7" 14' 0' 14' 0" 1 d 9 B B 7 Z 7 11 8 8 9 5 LO 2 1Z 5 19 5 14 0 14On REM-H ri SP 2 4' 2" Fnk 8' 8" 7' ir" 7' 11' B' 8" 9' S" 10' 2' 12' 6" 18' W. 14' 0" 14' D' L r, 0 4' 0" S' a" 8' 8" 7' 11' B' 8" 9' 6' 9' 11" la' 6' 12' B" 14' 0" 14' 0' DFL um 4 0 8 1 8 1 7 11 1 9 5 9 11 1 Z 5 12 8 14'-'d' 14 0 DOUGLAS STANDARD 9' LO" 5' S' S' S. 8' 11' 8', 11' 9' 4" a. 0 4' 10' 10" 10' 10' 14' ' 11' 0' 1 B 4' 3' 7' 4' 7' 7" a' 9" e" 11" 10' 6" to, e" 19 8 14' 0" 14' 0" 14' 0" 1 42 SPF _v_,`r_ 8 11 8 11 8 8 —F-ow— 10 6 10 5 13 S 13 8 14 0 14 0 U TJL� S[[7D C 2" 6' 11' B' 11' S' 9" 8' 9" 10' 5' 10' 5" 18' B' 19' B" 14' 0' 14' 0' O L 11' STANDARD 4' 2" 6' il' 6' 11' 7' 10" 7' 10" 10' 6" 10' 6' 12' 3" 12' 3" 14' 0" 14' 0" GABLE TRUSS DETAIL NOTES: 1 4 8 7 4 7 it 8 8 8 5 10 5 11 2 Y8 4 , 14 0 14 Q ,SP #2 4' 7" 7' 4' 7' 11" e' 9' 9' 5' 10' 6" ill 2" 13' e' 14' 0" 14' 0' 14' 0' LIVE UkAO DMULTION L1lF18RL1 L9 L/2da_ (� fa 4' 4" 7' 2" 7' B' 8' 9' 9' 2" 10' 6' 10' 11' 13 B 14' 0" 14' 0" 14' 0" PROMM MM GONNEMONO M 181 RIF OVER DFL um 4' 4" 7' 1" 7' 1' a' 9' 9' a" 10' 6" LO' il' 13 8 14' 0' 14' 0" 14' 0" cONTIRUOUS BRA 001(6 PSP TO DEAD LOAD). STANDARD d' 3" e' 1' 6' 1' 8' 0" B' 0' 10' 5' 10' a" 12' 8" 12' a" 14' 0' 14' 0' GABLL aND BOPPOBTs LOAD PRavt 4' o' NNWp arm Olmlm w"K 8' 0'OVERHANG,DR Is- ADM AHL PLTWOOD WARNUiG. ATIACH EACH"W mucE 111TH Sad nam TRUSSBZA ON OR Rfc1m � FOR[i) 'V BRACBi SPA CR NATE 8 AT a'O.C_ HBACB DT 1B" UM 20KM AM 4'0_Q MITER 20NE9. DIAGONAL VERIIC.AL LHNGTH KAY ISO 1g� + 44 DT 19'END ZONES ANDAPID��O: EMWE6N ZONES. DOUBLRD 11FOD1 DIAflONIL HRACL B VWL CONNDCT •L" L + Z'RRACOTtl Y11S4 BR A 11OI711111[OF SOdC OP WRB DIAGONAL—M LDH bmf I 1ILIBER 1AINOHT. All RACH END, Ka W31B t� TOTAL ImGTH IS 14: > IZES 4 EF i nR�r 02, T �vs[r1xALBLE VER7iCAI, PLA4 lf pu mum VINIICAAL IffiIGTH sHD111T DIADONAL RRAM 18' + 'AIM'(d 0 1Xd OR M IN TAEas AHOVE. MGM OR DOUBLE _L L MI THAN 4' o', eur 2fu OUT (Aa 8901M) AT 0 THAN 11' 0* ( UPPER ENA 788 THAM it a 8.m1A a mium , +RMFM TO COlDiali Roes DISIGN IOR aISAIL SPUC6.Aum RH30.FIATBa CONNECT DIAGONAL AT REFER TO CHART ABOVE FOR MAX GABLE VERTICAL LENGTH_ 1r111laTr OF VORMAL WAM, "•VARNID�C>r• IRDSKii RE70N[RE EXTREME CARE IN FA6RICATDIGA WINOLUCp KOPPD�O.7NSTALL]NG AND JULIUS LEES REF ASM7-02-01813015 BRACING. REFER TO SCSI 1-03(Krm_D C CEFPDENT SAFETY INFORMATION,PUBLISHED>rr TPI (TRUSS CONS. ENGINEERS P.A. DATE 11/26/08 PLATE IMSTIME.063 D'ONOFRID OR.. SUITE 200A NAVIN'VL 33A5{D AMD VTCi1 fVmO 7TB1S3 COUNCIL THESEEFUNCTIONS UNLESS OT E 6300 ENTERPRME RV13EMINWLAIEDD,TOP CHORD SAFETY SHWILHAVE PFMPERLY ATTcncEz PRIOR TO ACHED N[NG 1�1Y MAML F A�_Rlm DR11G um ow r.mu 16 E Ht' STRUCTURAL PMELS AND 1UTTI3H CHERO SHALL NAVE A PROFRTR_T ATTACHED FOOD)CEILING —ENG MAX_ TOT_ LD. 80 PSF L_ I $TAT OP�URMA MAX. SPACING 24.0" ASCE 7-02: 130 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C GABLE314 VERTICAL BRACE NO (1) IYA I" BRACE • (1) 8X4 °L" BRACE • ( 7,"2) 2X4 ' BRACH $0 (i) 2X8 BRACE 4 (2) MM V HBACE w SPACING SPECIES1 GRADE BRACES GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B E'i BRACING GROUP SPECIES AND GRADES: SPF 1 8 Z s' 1' 4' S" 4' S° 6' 0" 5' 0' 7' 10" 7 0" 19' 1' 9' 1'- 12' 9' 12' s' �-H Q HF STUD S' 1" 4' 6" 4' 6' 6' 10" 6' 10' 7' 10" 7' 10" 9' 1' 9' 1' 12' 3' 12' 3' _ �OUP A:UM-FIR w Q 11 STANDARD Z' 11" S' 9" 3' 9' 6' D- 6' 0" 6' 9- B' 9' 7' 1D 7' 10" 10' 7' 10' 7' 1 BTAMUM I I Ax B1UD 5 it" B 13.1 7 0 7 SO 8 5 10 3 T i 12 9 19 2 cn 8 STANDAM s a S' 6" 6' S. 6' 11" 6' B" 7' 0" 7' 10° 8' 6° 10' S 11' 1" 1213, 13' 21 �}+ f9 S' 3" 4' 6" 4' 6' a' 0" B' 0" 7 10 8' 1' 9' 4' 9' 4" 13' 3" 18' 5" DOUGTAS PIIt-LARCH BOVI�IBBK PINK DFL s0 —V—sl- 48 d 8 5ii 511 710 80 99 99 129 12 B Eroo STANDARD B' 0" S' 10" S' 10" 6' 1" 5' 1' a' Iv a' 11" B' 0" 9' D' 10' LO" 1D' 10" s! SPF 1 Z s 7 5 5 5 5 7 2 7 2 B. it B ii 11. 2 11 2 14 0 14. D- . " " HLT Tun S 7 6' 6 6' 6' 7' a' 7 2 8 11" B 11 IL 1" 11' 1' 14 0 14' D° GROUP B• w Q 1 STANDARD S' 7" 4' B' 4' B° B' 0' 6' 2- e' 3" 8' s' 9' 7" 9' 7" 12' 11' 12' 11- 1 4 0 8 4 B 16 7 8 —67 8 11 9 7 —Ti. 9 12 B 14 0 14 D mm Hm SP 2 S' 11" S' 4" 6' 10" 7' B' B' 1" 8' 11" 9' 7" 11' 9' 12' S" 14' 0' 14' D' it r, 0 S' 9" 5' 7' 6' 7" 7' 4' 7' 4" 8' 11" 9' 6' it' 6' 11' 6' 14' 0' 14' 0° DFL sm I3q' 6 B 5 6 7 3 7 3 8 11 --T'5 11 4 11 4 11 14 0 14 0 epU7�(pIIis IOU 1 STANDARD s' B" d' 9° 4' 9' 8• s' S. S. 8' S" B' S' 9' 9° 9' 9" 13' 3' 13' 9' --r 1 B 4' 0" 6' 11" 7' 8" e' B' 8' 8' 9' 10" 10' 1" 12 It 18' 4" 14' 0" 14' 0� SPF -3'11' 6 3 —i'a' a 3 a S 9 10 8 10 12 11 18 11 14 0 14 0 U HF srvD s' 11" B' S. e' 9' e' 3" e' 3° 9' 10" 9' 10" 18' 10" 2' 10' 14' 0' 14' 0' Q 111 3T�ARD S' 11" 6' 4" 6' 4" 7' 1° 7' 1" 9' 6" 9' S. 11' 1' 11' 1' 14' 0' 14' 0" GABLE TRUSS DETAIL NOTES: cn 1 4 5 6 11 7 B 8 3 6 11 8 10 1D 7 12 11 3 11 14 0 14 0 IJr #2 4' 4" 8' 11' 7 B' 8' 3° B' 11' 9' 10' 10' 7' 18 11 13' 11° 14' 0' 14' 0' LNE Lalp Dam==O mRu L9 L/94. (\2 4' 2" 6' 6" 6' 6' 8' S' 8' Si" 9' 10" !0' 4' LZ 11 1 ' 3" 14' 0" 14' 0" Pnwm 17uff commm"o TOR leo RIF OVER DFL Br�D 4 a" 8 4" 6' 4' 8' s" B' 6' 9' 10" 10' 4" 12 1" 14' 0" 14' 0" colmrtruaus BBA�ra(6 rsy Tc DEC I AD). STANDARD 4' 0" 5' B" 5' B' 7' B' 1 7' 9' 19' 9" 9' 9° 11' d" 11' 4' 1 L4' 0' 14' 0' GANZ BBD 60PPOBYB LOAD PBOY V 0' OOI'IIDon119!4{8' 0'ormwAI1G.DR 18' ABODT�Yr 13LVWOM:BRUNO. ATTACH BCH-L'ITAAM VM 10d KADB. .ASE THUSB BZA HST aR 9E1TEB S FOR(1) '7.-BBAO. SPACR?LII! AT 8'0A BRACE DT 16" DM Z09M A?ID 4.O.C.B "=If ZMMS. DMONAL vj3rrlcAI.QTS iB� Mt A DT Ir FOR WD ZOKW AND d-d_ RETWDRN ZONIS. DOUBTED Vt= DUMNAL II HRACE 0 USED CORN= L I + Z-RRACBra YOPt BR A 1AIINIYUI[aB BOfG OP R® IDAGOR" RVACE TDR 2e0 f I NEUBM MUM. ►R BACK END. MAB RBB I MA TOTAL LEMM IS 14'. GABLE VERTICAL PLATE SIM zu SP OR IO L la® r TancA1 LxNcrK RD � TERT1CdT.1SNGTH eHOSr1T SSST�m DUGOM 19 + + Im6 17EAN 4 0 LU OIL BL9 IN TADas AeOVB. 8801%SINGLE ,L 1 LW TaA"It a V. 607 OR mull= coP(� aeaA��rAK 11 a a.SSxA AT TlPPEN END D2RHrU0U6 , +Rmrm TO COMMON TBUBs 101810 FOR rmyX SPUCE,AI(D > -FRA7BM CONNECT DIAGONAL AT REFER TO CHART ABOVE FOR IMAX GABLE VERTICAL LENGTB. 1EOD mmr DP Vz14cAL 1FBH. JULIUS LEE'S REF rsce7-024AIM NWNWN5NR Tm=ES RERIARE EXTREME CARE DI FARDCATINQ,HANBLHO,SOPPING,INSTALLDO AND CONS. ENGINEERS P.A. DATE 11/26/09 RN1L0H0. !CEEB TD BCU 1-03 OHOLADHG COMPCREMT SAFETY INFR3HATIDD•PUBLISHED W TPI<RdISS PLATE 1NSiINTE,3B3 D'BNCFFH0 DHL.SRTE 290,MADBUH,WL S77LT)AID VTCA(WORD TRUSS CQ.NCEL 1466 14th A M DWG IMK BSD GABLE e0'1 1" OF AMERW^63RD EMTERMSE LN,HNOESOi,VI 33719)FOR SAFETY PRACTICES PRIIR TO PETFOOMM DKRAy +�FL a IU-@tel THESE F1JHCnCNS. UNLESS OTHERWISE IMMATED,TOP CHOIR SWILL INVE PROPERLY ATTACHED STRUCTURAL PANELS AND NOTT13H CHORD SHALL HAVE A PROPERLY ATTACHED 10019 CEM N —ENG MAX. TOT. LD. 66 PSF No: 34669 STATE OF TIMMA IMAX. SPACING 24.0° TYPICAL ATTIC TRUSS BRACING GABLE END TRUSS DET'AiL 2x4 24"0/C SEE GABLE DETAIL (2).124 2x4 24' O/C (2).124 BACK 3 TRUSSES +2x6 (3).1 Od , citta*aur VHMM W 12RAMO ON i11BL1'TA'm aux""Woe 6BIma DP im HY tHC9"of OR= TYPICAL ALTERNATE BRACING DETAIL TYPICAL WALL GIRDER VERTICAL WEB FOR EXTERIOR FLAT GIRDER TRUSS BRACING DETAIL 12 A—A 412d PITCH(%" I MIN 3x4 TYP. 4"O/C TRUSS 24' ox. Bx6 4 12d --� CNWEB MIN WALL O x MAX 30" (2'-5") 6x W T.C. MATCH x UPLIFT CONNECTION FRONT RQOF ----- SEE ROOF TRUSS 2x6 #2 SP PROFILE 24`' o.c. EXTERIOR FLAT SIMPSON H5 L M.A—A G�DER SEE ROOF TRUSSE FOR UPLIFT ROOF 24' 0/C SEE GAEL FEND DETAIL EACH VERTICAL EHDsTD JULIUS LEE`S PLYWOOD CONS. ENGINKOB P.A. 8d 4"4/C i mr,ttb Avua H=n as"-Zu 2x4 LEDGER 124 4'O/C GIRDER TRUSSES 24" O/C A—Aso;o;OF PUMA file N NIL 2.6X4 PI a 2%¢ 2.51YL-4 60 6Y5 4Ha 5X8 1. 4 t.04 � 1.5X4 � 5y8 ca SOT B o4 3 KBg PLA TSR 5P11 04 5X6 tTL OT A, OG, ��gD D�9►GN o AT 4 OG 5Ti1GGD VIBE Tfl D 6XB nR 'L�O � 9?Ei Nom'$R TO 90 0, G $ OGA1. PIOG, CRpRp S.�u�R TO p1fA� E P� $Aw q�AU�Y Rn� wcL °�flR1� `Ypt$A P� "eggvsa cc �_oi�,$ g TBUt�A 'r,,6p GYi y DQ�g1?, ,�G NG. BGS ns OpT AR'tAG p8R R� N� GK gD' i pi,�,R ' 0 fW WOW N seAQ �p 1� n1 R°°� Q9F FAU Ot11�cTT� G � or G6 VRi� G R1Lt78s Pvtt9 qR R1iE ROp ?Olt R RgG� 4 pCpON9 13Q YQ �ANP�wytn(D 8G OL' QjgOR��flN gGII,G� TB�'CBZ V($B A'1'C$OLiD L p®84 88 ��+p IDS F 1�G lip BSG, D'RC DL=S RB G�zgpE. `'� �0 y�,Y BNGQiF$8 8 Og RBB FOpaC P� t,BNG EOCINO CE• RAX�ApD 8n4g AT 4 �B RO GpP11C ]�GT•iFRnH gG DL'6 �'TO 7 9 1E4 aOR BCS 8d �GG16 OF!� �p'$no� .,330g11�j gnpF, p9Q.WD R 0 �ER• � A� >j0 1[P� pNY� D 'fG BLy1GR,,�E,O�pItE 1NQ GG �y� GF3 E E 7'$' ,veto 3II� CB� ✓ 115 Nl,I4S Tai+E1G' G gO TgD �)D�5 P� OY CIL FA �OR I 8 Y�1EN p 1(PSp xD— L,X10 WO 8C C O'T- 8 ti OC E pL0.'lE QICLnS� Dw5 P 11�y st o ` W 3PX� nF RGt4� c_n,�J Piam F°�s E E B G PIGG� �pc8 �R gp,PY Tg9 S� b`� A E R GC�a � ACK pgR F Wes PAGE � par" )*" o 9�G D B G 00 R PTB $ C �•/� o ° ON i5 C 0 V � 847'00 a c �/ a 634 pi8 e�'►'Gi G�ACg 8 �" REpI,ACBB D �G8 gE 08/12/G� pIGG B * �TyRAvtiN � LaA1? 4AT� 1�� g'CD B 5Q RE V � AT�vffis5QP ENG n FAC. 1 � 00tR�7L w��)p�is em) ss 47 DU3 j+AG G�g'Ifl'L'8 F�,ttCAtIIr'�ytYM�wtc op�t�10 xta �15 24 0' tFYE CNS MFNt 41t�V).S47)� ltCPs�ptit• �Q16. spTR PIGFXT CUVPC )pylst 4pi£f r`U HA` R)Wt SpAC�G qcs� oUmsu�)E we Ssx�Pc° catr �tuc� ptNtlrt�tR 10 U,QCPW Mpau+��tF��VC A g paCfm �p Pvtt ter. t uRe�tN iTe OF VALLEY TRUSS DETAIL TOP CHORD 2X4 SP #2 OR SPF #1/#2 OR BETTER, UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY 014 "T`—BRACE, 80% BOT CHORD 2X3(*) DR 2X4 SP #2N OR SPF #1/#2 OR BETTER. LENGTH OF WEB, VALLEY 'NEB, SAME SPECIES AND GRADE OR BETTER, ATTACHED WEBS 2X4 SP #3 OR BETTER. WITH 8d BOX (0.113 X 2.6 ) NAILS AT 0 OC, OR CONTINUOUS LATERAL BRACING, 2X9 MAY BE RIPPED FROM A 2X8 (PITCHED OR SQUARE}, EQUALLY SPACED, FOR VERTICAL VALLEY REBS GREATER THAN 7'9°. ' '* ATTACH EACH VALLEY TO EVERY SUPPORTING TRUSS WITH: MAXIMUM VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'0", (2) 16d BOX (4.135" X 3.5'} NAILB TOE-NAILED FOR TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH: FEC 2004 110 MPH, ASCE 7-02 110 MPH RIND OR (3) 16d FOR PROPERLY ATTACHED, RATED SHEATHING APPLIED PRIOR TO VALLEY TRUSS ASCE 7-02 184 MPH WIND. 15' MEAN HEIGHT, ENCLOSED INSTALLATION BUILDING, EXP. C, RESIDENTIAL„ HIND TC DL=5 PSF. OR PURLINS AT 24" OC OR AS OTHERWISE SPECIFIED ON ENGINEERS' SEALED DESIGN OR BY VALLEY TRUSSES USED IN LIEU OF PURLIN SPACING AS SPECIFIED ON ENGINEERS' SEALED DESIGN. CUT FROM 2X8 OR 6'0* NOTE THAT THE PURLIN SPACING FOR BRACING THE TOP CHORD OF THE TRUSS LARGER AS REQ'D I BENEATH THE VALLEY IS MEASURED ALONG THE SLOPE OF THE TOP CHORD. 4-0-0 MAX ++ LARGER SPANS MAY BE BUILT AS LONG AS THE VER'T'ICAL HEIGHT DOES 12 NOT EXCEED 12'0". 12 MAX.(— W2X4 112X4 BOTTOM CHORD MAY BE SQUARE OR PITCHED CUT AS SHOWN, x2X4 - 8-0-0 MAX SPAA CIN 112X4 W4X4 12 PITCHED CUT SQUARE CUT 12 � 4X BOTTOM CHORD BATTVALLEY CHORD 111X3 B-0-0 VIX3 VALLEY TOE-NAILED OPTIONAL STUB OPTIONAL HIP MAX SPACING �4 �* END DETAIL JOINT DETAIL 111X8 111X3 16-0-0 MAX-------MX' O a ot r m,is 3E 12K12 X4 T 2 i,CLikyWIX3 4AA 4C 8-0-0 SPL IMAX SPACING) VIX3 W2X4 COMI110N RUSSEs PARTIAL FRAMING 20-0-0 MAX (++) AT 24- OC PLAN SUPPORTING TRUSSES AT 24' OC MAXIMUM SPACING. THIS DRAWING REPLACES DRAWING M05 JULIUS LEE'S TC LL 20 20 PSF REI'' VALLEY DETAIL =VARNIMCm TMS=REDtIIRE EXTREME CAPE tN FASNICATIG,WIDLUA SNIPPM INSTALLING AND CONS, ENGINEERS P.A. TC DL 7 15 PSF DATE 11/26/09 BRAMM REFER TO WSt 1-03(BUILOG COMPON04 SAFETY MgMAIMM),PLOILTSHEO BY TPt(TM= 145 W Sh A PATE I MTITUrTE,583 0110FAM DR„STATE 800iH1ADMON,V).5977%ANO XTCA CVCM MISS CCUNOL mmy ,IL mud-wal BC DI. 5 5 PSF DRAG YALTRU8S1103 CF AMERICA,A3RR DOEMPRISE LK NADISCIN,Wt SM FOR SAFETY PRACTICES PRIOR Tt7 PERFt7PND(G THESE FUHET04% LKESS EtTHERVME DNDICATED,TOP CHERT SHALL HAVE PRtPERLY ATTACHED BC LL O O PSF -ENG TL STRLMIAL PAHN13 ANI AM N CMMSHALL 14AVE A PKPERLY ATTACHED 2100 CEO.INO, TOT, LD, 32 40 PSF No. 34800 DURFAC.1.25 1.25 STAT& or nowt SPACING 24" TOE-NAIL DETAIL TOE-NAILS TO BE DRIVEN AT AN ANGLE OF APPROXIMATELY THE NUMBER OF TOE-NAILS TO BE USED IN A SPECIFIC THIRTY DEGREES WITH THE PIECE AND STARTED APPROXIMATELY APPLICATION IS DEPENDENT UPON PROPERTIES FOR THE CHORD ONE-THIRD THE LENGTH OF THE NAIL FROM THE END OF THE SIZE, LUMBER SPECIES, AND NAIL TYPE. PROPER CONSTRUCTION MEMBER. PRACTICES AS WELL AS GOOD JUDGEMENT SHOULD DETERMINE THE NUMBER OF NAILS TO BE USED. PER ANSI/AF&PA NDS-2001 SECTION 12.4.1 - EDGE DISTANCE, THIS DETAIL, DISPLAYS A TOE-NAILED CONNECTION FOR JACK END DISTANCE, SPACING: "EDGE DISTANCES, END DISTANCES AND FRAMING INTO A SINGLE OR DOUBLE PLY SUPPORTING GIRDER. SPACINGS FOR NAILS AND SPIKES SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD." MAXIMUM VERTICAL RESISTANCE OF 16d (0.162"X3.5') COMMON TOE-NAILS NUMBER OF SOUTHERN PINE DOUGLAS FIR-LARCH HEM-FIR SPRUCE PINE FIR TOE-NAILS 1 PLY 2 PLIES 1 PLY 2 PLIES 1 PLY 2 PLIES 1 PLY 2 PLIES 2 197# 256# 181# 234# 156# 203# 154# 199# 3 2961 383# 271# 351# 234# 304# 230# 2981 4 3941 511# 361# 1 468# 1 312# 1 408# 1 307# 1 3971 5 1 493# 1 639# 452# 1 585# 1 390# 1 507# 1 384# 4961 ALL VALUES NAY BE MULTIPLIED BY APPROPRIATE DURATION OF LOAD FACTOR, --------------- --------------- 0 PT70NAL OPTIONAL (2) PLY (2) PLY GIRDER GIRDER JACK ALTERNATIVE CONDITION 30° JACK THGS DRAWWO REPLACES DRAWMG 784040 JULIUS LEES TC LL PSF QEF TOE-NAIL. ..MARNDNT TRUSSES REQUIRE M ERE GRE m FATR]RCAT]M%HANDLING,SKPPONr%INSTALLING Arm CONS, ENGINEERS P.A. TC DL PSF DATE 09/12/07 RAC SRNG, REiER TO SCSI 1-08 OU�DRNG COMPDEMT SAFETY INFEMATION),PN7LISHED BY TPI CFWUSSPLATE 1455 W 41h _ C]•ANERICA, 690D ENTERPRISE 3YORM,,K491SE �E VI 33719 F`13 MSAFETY 9PRACTICES AND APRIOR TO PERFORWOOD'TRUSS MNNGGa mmy MAO.M. 88144-81.9L BC DL PSF DRWG CNTONAIL1103 THESESTRUCTURAL PANEL.SUAND BOTTOM CHORDNLESS OTHERWISE INDICATED,SHALLVE A TOP CHEM SHALL TTACHED RIGID LYRA HAVE ED BC LL PSF -ENG JI. TOT. LD. PSF [Na 34OW DUR. FAC. 1.00 STATE OF FLORIDA SPACING 1/21f DIAMETER BOLT SPACING FOR LOAD APPLIED PARALLEL TO GRAIN. # GRADE AND SPECIES AS SPECIFIED ON TBE ALPINE DESIGN. TYPICAL LOCATION OF 1/2" DIAMETER THRU BOLTS. BOLT QUANTITIES AS NOTED ON SEALED DESIGN MUST BE APPLIED BOLT HOLES SHALL BE A MMIKUM OF 1/32" TO A MAXIMUM IN ONE OF THE PATTERNS SHOWN BELOW. OF 1/16" LARGER THAN BOLT DIAMETER. WASHERS REQUIRED UNDER BOLT HEAD AND NUT ' *2X6 MEMBER DIRECTION *2:�6 MEMBER ---- ---- -- OF GRAIN ---- ---- ----+---- AND LOAD rn I 1 f 2" MIN 2" MIN TYP. i TYP. { 4" MIN i i i 4" MIN END i i END DISTANCE DISTANCE 1 3/4" 2" 1 3/4" 1 5/8" 2" 2" 1 5/8" 2X6 DETAIL 2X8 DETAIL THIS DRAMNG REPLACES DR&VWG A828,016 JULIUS LEE`S TC LL PSF REF BOLT SPACING ,".VARNINGO- TRUSSES RMLIOtE EXTRE►E CARE IN FABRICATING,HANDUNG,SHIPPING,INSTALLING AND CONS. ENGINF,f;RS P.A. TC DL PSF DATE 11/26/09 " )RACING REFER TC BCS[I—OQ(BUILDING CIMEINE?R SAFETY I FURMATmN),PIALISIED BY TPI (TRUSS PLATE INSTTTIJTE,OB3 DmwFRD)DR.,SIATE E'.DO,MADISON,VI.08719)AND VTCA CVCID TRUSS CD.NNCIL ]App N 41th AVM= CF hMMMN 63M ENTERPME Lw NAXKIN WE 3MW FOR SAFETY PRACTICES PRIOR TD PERFEItNM EACH,wla 83944-2161 BC DL PSF DR11G CNBOLTSP1103 THESE FUNCTION& ULM OTH 3MSE D106ATED,TCP CHODA�BA7 UD SHALL HAVE PRUPERLY ATTACHED BC LL PSF —ENG JL STRUCTURAL PANELS NO DMTEN CHORD SHALL HAVE A PROPERLY ATTACHED WOOD CEILING. TOT. LD. PSF DUR_ FAC. No: 3dw SPACING STATH OF FLORIDA TRULOX CONNECTION DETAIL 11 GAUGE (0.120" X 1.375"} NAILS REQUIRED FOR TRULOX TRULOX PLATE IS CENTERED ON THE CHORDS AND BENT PLATE ATTACHMENT, FILL ROWS COMPLETELY WHERE BETWEEN NAIL, ROWS. SHOWN (4). REFER TO ENGINEER'S SEALED DESIGN REFERENCING f NAILS MAY BE OMITTED FROM THESE ROWS. THIS DETAIL FOR LUMBER, PLATES, AND OTHER THIS DETAIL NAY BE USED WITH SO. PINE, DOUGLAS-FIR INFORMATION NOT SHOWN. OR HEM-FIR CHORDS WITH A 1UNIMU1( 1.00 DURATION OF LOAD OR SPRUCE-PINE-FIR CHORDS WITH A MINIMUM 1.15 DURATION OF LOAD. CHORD SIZE OF BOTH TRUSSES MUST EXCEED THE TRULOX PLATE WIDTH. SUPPORTING TRUSS SUPPORTING TRUSS 600 MAX • 600 MAX TRULOX PLATE i TRULOX PLATE cc®✓✓ O ® ® o ® 01 ° p o 0 O ® ® f I O 10 � 0 0 OI O O O 0 Q o 0 0 ® CII ° 10 0 ° ° ® ® oil 0 0 0 ® 9 05 o la 0 ooil � � o o 4) O ® � p O ��-- O 9 0 s„ TRUSS SUPPORTED 3° MIN TR PORTED TRUSS 440 1IINIMUM 3X6 TRULOX PLATE TRULOX REQUIREDPLATE NAILS MAXIMUM LOAD MINIMUM 5X6 TRULOX PLATE SIZE PER TRUSS UP OR DOWN 3X6 9 350# 6X6 16 1 990# 1 TIES DRAWING REPLACES DRAWINGS 1,168,988 1,158,989/R 1,164,944 1,152,217 1,152,017 1,159,154 & 1,151,52.4 JULIUS LEE'S REF TRULOX ;ACING TRUSSES REQUIRE EXTRE)E CARE IN FABRICATING,HMUU v SHIPPDG,INSTALLING AND CONS. ENGINEERS PA. DATE 11/26/03 )RACING REFER TO SCSI I-0I(BUD, CCPBNENT SAFETY DNFGR►MTmNI,PUBLISHED BY TPI(TRUSS PLATE ENSnME,OxN D'DNOHRID OW, sHurE !DO•NAO[sw,VL 88T19D AND VTCA CVmu TRUSS COUNCIL DBIRAT�n�Y�m DRWG CNTRULOX1103 OF MERICA,6800 ENTERPRISE LN,INDESON,WE MnSD Flit SAFETY PRACTICES PRIOR TD PERFORHSNG THESE FUM71ON& L1LESB OTHERVISE INDICATES,TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND SOTTON CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING -ENG ,IL No: 34889 STATE OP FLQ u STRONG BACK DETAIL SYSTEM-42 OR FLAT TRUSS fv A ;n lo.-4" 0/C MAX \\�f #2 SP 0d TO HEARING ALTERNATE DETAIL FOR STRONG BACK WITH VERTICAL NOT LINING UP ADD 2x4 2 SP ONE I4d @1©d JULIUS LEE'S 2x6 #2 SP CONS. ENGINEERS RL MM 10'-0" O/C MAX la w IBM149 9 i'aa444-aiet ago TO BEARING Nos 94849 SPATE OF FLORIDA