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HomeMy WebLinkAboutSUBMITTED PAPERSALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: SCANNEDPermit Number: /'Yol` oci'q BY ��- St. Lucie Countyv�Z�� BuildingPermit Application > � Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 e1V Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line H.1441 PROpOSEDIMPROUEMENTLQ.CATIO,N .. Address: 2DQ09 5-tau- Dr F+ Prgree_ 3�l94S Legal Description: 56, 610 Property Tax ID #: 7.Z15^- -L0�D' 60 bds- b0C) " Lot No. Site Plan Name: C4 Block No. ­Y atd h e r- //r Project Name: Setbacks Front Back: Right Side: Left Side: /1.���,�9- 1 / � o ?��o ✓yi e�i4-� cSl? P�� Cep i�r't ���o ��i�E w�/� Aci Aadiffirial work to e e aID orme under this permit-- c ec a apply: ❑Gas Q Windows/Doors HVAC Gas Tank Piping _ Shutters aElectric 0 O a 22 Roof Plumbing Sprinklers Generator Total Sq. Ft of Construction: /90 e� 00 S . Ft. of First Floor: 0 16,60 Cost of Construction: $ ? 6', O0 0 c Utilities. Sewer Septic Building Height- _. s OW>NER/LESSEE s ,_... . CONTRACTOR Y , . u �. �. .. Name VA.y.r b e,1ko -%-J� ­3 Name: t ,:!�N19A6 Address: 'Sg'4 (p N w 6Ac-% ANC Company: J_ &40/�yWUG7I o.-IJ 14 L- SN- State: Address: o?9,$ 6, 6;� 57- City: Zip Code: '3K9 `� Fax: City: 1 Os�T L��d�''J�' State:_ Phone No9111111111111111111110W Zip Code: Fax: q,5-f Zr6 Phone No. S��- S 9 -vd E-Mail: Fill in fee simple Title Holder on next page ( if different E-Mail: (l 2 .9 CTlpkj 2-2 MA, from the Owner listed above) State or County License: CCC/3Z9'b1 b 467 C 1sao if value of construction is $2500 or more, a RECORDED Notice OT (Ammencemem is requireu. SUPPLEMENTAL,CONSTRUCTION 11EN LAW INFO DESIGNER/ENGINEER: _ Not Applicable Name xDV-,k W-ScAncQ-A%/A1 %4lU - Address:1i�ew.b sow �' City: a:!'� State: Zip: VAS s Phone: 9`L I - 111� _ 5-3 of Applicable Name: Address: 0 City: e,�-�S 1f4cti-� A Zip: V5GLe Phone: 9o-t� 3'!,L,419?3 .RMATION: MORTGAGE CQMPANY:.. Not.Applicable- Name:/ Address: City: State: Zip: Phone: BONDING C MPANY: _Not Applicable Name: .4111' Address: City: Zip: Phone: certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida- Building Codes and'St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another Pion -residential use WARNING TO OWNER: Your failure to Record a Notice of,Conimencement may result in your paying twice for improvements to your property. A Notice.of Commencement. must be recorded and posted on the.jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or'recording vour Notice of Commencement. Lessee .STAY OF FLORIDA COUNTY OF The forgoing instrument was acknowledged before me this /- day of our...,... a -s 20 14 by Signature of Contractor/License Holder STATE OF FLORIDA COUNTY OF The forgoing instrument was acknowledged before me this 3o day of �.p, 6 �� . ', 20_jA by (Name of person acknowledging) (Name of person acknowledging) (Signature of Notary Public-�ida (Signature of Notary Public- State of Florida ) Personally Known* __ OR Produced Identification Personally Known OR Produced Identification t/ Type of. Identification Produced Type of Identification Produced :;Zl 6sarission-Nc. /oys_ y� (Seal) Commission No. (Seal) DAVID A. COVEN H; EXPIRES: October 8, 2017 Revised 07/ 15/201. -'fi od F °N`' Bonded Thru Notary Public Underwriters REVIEWS FRONT' COUNTER ZONING REVIEW SUPERVISOR REVIEW PLANS REVIEW VEGETATION REVIEW. SEATURTLE REVIEW MANGROVE REVIEW DATE COMPLETE INITIALS \ IV \A JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY FILE # 4034604 OR BOOK '�. PAGE 714, Recorded 01/28/2015 at .2 AM AFTER RECORDING -RETURN TO- F PERMrrNUMBER: 3.::. :- _,<... ..,t .:.,:: •.i,.. r:: NOTICE OF COMMENCEMENT J The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida statutes the following information is provided in the Notice of commencement. 7-7, 116 - -7 00 - 0005 - O 00 - 0 1. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER: SUBDPirISION sP - s�'B ' TRAcT_LOT : BLDG UNIT 2. GENERAL DESCRIPTION OF IMPROVEMENT: _ //I A I / 3 c%k1(� n M E401 ,5h4Z V;-) L12 AA 3. OWNER INFORMATION: a.Name Novba'1.+ C11,4Araw b. Address 55 4 (a t1 W S AVE u++ VV L-O;t L 3 49 810 c, interest in property O w'1K • d. Name and address of fee simple titleholder (if other than owner) 9,j IA 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: X t c,6444 7—hW ©,0— fry- 5?7 �-Vnp8 73,92 5W 0 cT AvO.,27-ri , Ar, 33068 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: N to 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1)(a) 7., Florida Statutes: ,n NAME, ADDRESS AND PHONE NUMBER: N r 8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: tt NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of commencement (the expiration date is I year from the date of recording unless a different date is specified) , 20_. Authorized OfLcer/Director/Pariner/Manager State of Florida County of �Jiwivi aw�i The foregoing instrument was acknowledged before me this _/! f�' day of _ gi e• e r w By ,Vggrwi<ieP Czne— e� , as o+✓-'i6s (Name of person) (Type of authority... e.g. Owner, officer, trustee.; For N�A ` +r (Name of party on behalf of whom instrument was executed) Personally Known 'r or produced thefoudw— g j ��/1 (Printed Name o Notary Public) (Signature of Notar-y Public) /o Under penalties of perjury, I declare that I have read the foregoing and that the facts in it are true to the bea Rit belief (section 92.525, Florida Statutes). ... J. �; Y ttj rtY4 :1; �•:c-� . .tip.'. , %%:.:`.. Signa m(s) of er(s) or Owner(s)'.Authorized OfFicer/Director/Partner/Manager who signed abuvei r' By: By �1o,rt`bEa-{� l� i to t YO�J STATE OF FLORIDA ST. LUCIE COUNTY THIS IS TO CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF THE ORIGINAL. josi. P E. SMITH, RK B. rty Cler Date: JAN vcie C /!UG PLBUILIDING & CODE REGULATIONS DIVISING & DEVELOPMENT SERVICES ON DEPARTMENT °unty F� 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property, ZZt!'- 700 - o o0s- 000-0 i_m-r 3 (Parcel Id#/Legal description/Address) for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number (6 01-0010 , I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie. County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. Property Oy er Name (Please Print) Pro O r Signature Date STATE OF FLORIDA, COUNTY OF /" 1 -am j ACKNOWLEDGED BEFORE ME THIS 13 DAY OF J 0,11 20 j S BY Ajor 0!!��/—TU t-41 I' UI J WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED G ! xe AS IDENTIFICATION. _6 6C SOEI.'Fi S; NOTA T7CY�� S7rC�/¢7C6j TYPE OR PRINT NOTARY COMMISSION NUMBER It SIW (SEAL) SLCPDSD Revised 08/24/2010 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL. 34982 Phone:(772)462-2172 Fax:(772)462-6443 PROPERTY INFORMATION Address: Southern Star Dr City / State / Zip: Fort Pierce, FI 34945 Parcel #: 2215-700-0005-000/0 Zoning REVIEW COMMENTS Page 1 Owner(s): Mercy Cintron / Norberto R Cintron Jurisdiction: ST LUCIE COUNTY Lot#: 3 Block: APPLICATION INFORMATION Permit Number: 1501-0049 Stories: Permit Type: METAL BUILDING (1 STORY ONLY) CONTRACTOR INFORMATION Contractor Name: Richard Thorpe Business Name: Rt Construction Inc Business Addr: 2856 E Oakland Park Blvd City / State / Zip: Fort Lauderdale, FI 33306 REVIEWS AND COMMENTS Review Type Status Reviewed By DOCUMENTS MISSING PENDING Audrey Humphrey 1/612015 Comment: RECORDED NOTICE OF COMMENCEMENT 1/6/2015 Comment: FILLED LANDS AFFIDAVIT 1/6/2015 Comment: VEGETATION PERMIT NEEDED FRONT COUNTER REVIEW COMPLETE Audrey Humphrey Comment: Automatic Sprinkler System? No Fax Number: 954-756-7127 Date Started 1/6/2015 1/6/2015 Email: Rtconstruction22@Gmail.0 om Date Completed Date Released 1/6/2015 1/6/2015 PLANS EXAMINER REVIEW INCOMPLETE William Durden 111312015 1/13/2015 Comment: SUBMIT PRODUCT APPROVALS. AS PER 2010 FBC SECTION 107. ZONING REVIEW INCOMPLETE Jeffrey Johnson 1/8/2015 1/8/2015 1/8/2015 Comment: THE VALUATION OF THE PERMIT EXCEEDS $10,000. AS PER COUNTY CODE REQUIREMENTS A SIGNED AND SEALED BOUNDARY SURVEY IS REQUIRED FROM A LICENSED SURVEYOR IS REQUIRED. THE 1/8/2015 SURVEY IS REQUIRED TO SHOW THE PROPOSED BUILDING AND SETBACKS FROM PROPERTY LINES. FURTHERMORE THE FINISHED FLOOR ELEVATION NEEDS TO BE IDENTFIED AND MUST BE A MINIMUM OF 18 INCHES ABOVE THE CROWN OF THE ROAD. Page 1 of 1 Property Identification Site Address: Parcel ID: See/Town/Range: Account #: Map ID: Use Type: Zoning: City/County: Ownership Norberto R Cintron Mercy Cintron 5846 NW Bates Ave Port St Lucie, FL 34986 Legal Description SOUTHERN STAR STABLES S/D (PB 53-24) LOT 3 (10.11 AC) (OR 3635-1569) Current Values Just/Market Value: $102,100 Assessed Value: $75,020 Exemptions: $0 Taxable Value: $75,020 Taxes for this parcel: SLC Tax Collector's Office 12 TBD 2215-700-0005-000-0 15/36S/38E 168606 22/15X Vac Res Saint Lucie County Total Areas Finished/Under Air (SF): 0 Land Size (acres): 10.11 Land Size (SF): 440,392 This information is believed to be correct at this time but it is subject to change and is not warranted. © Copyright 2014 Saint Lucie County Property Appraiser. http://www.paslc.org/RECard/ 1 /6/2015 UNIVERSAL LO CATIONS: • Atlanta • Daytona Beach 01 ENGINEERING SCIENCES • Fort Myers • Fort Pierce Consultants In: Geotechnical Engineering • Environmental Sciences • Gainesville • Jacksonville Geophysical Services • Construction Materials Testing • Threshold Inspection Kissimmee Building Inspection • Plan Review • Building Code Administration • Leesburg • Miami • Ocala • Orlando (Headquarters) • Palm Coast Project No.: 0310.1500119.0000 Panama City • Pensacola Date Typed: July 7, 2015 Rockledge • Sarasota • Tampa • West Palm Beach Field and Laboratory Report Transmittal Sheet Client: RT Construction, Inc. 2856 East Oakland Park Blvd. Ft. Lauderdale, FL 33306 Project: 2009 Southern Star Drive Permit 1, 1501-- 049 Ft. Pierce, Florida As requested, a representative of Universal Engineering Sciences, Inc. (UES) was at the referenced project to provide construction materials testing services. The results of the observations and/or tests are summarized on the attached sheets. The reports are numbered as follows: 39651 ARDI, 39551 DTI, 18015 MP. We trust this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. Reviewed By: Universal Engineering.'ciencerp, I, Inc. Certificate of Authorizafiar��No. 3 5` } ✓, ichard E. Hoaglin, P ,. ,�'� /1-177— STATE OF FLORIDA Licensed Professional Engineer No. 48796 ICCEMAIL: plantsource@ymail.com 1 CC FAX: Attn Cal Piper with RT Construction 561-578-0102 1CC Mail and Seal: St. Lucie County, Attn: William Durdan, 2300 Virginia Ave. Ft. Pierce, FL 34982 820 Brevard Avenue, Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 www.UniversalEngineering.com UNIVERSAL UES Project No: 0310.1500119.0000 ENGINEERING SCIENCES UES Report No: 39551 ARD1 031915 Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing •Threshold Inspection On -Site Time (hrs): 3.00 Building Inspection • Plan Review • Building Code Administration Lab Time (hrs): 0.00 820 Brevard Avenue • Rockledge, FL • 32955 Travel Time (hrs): 1.00 321.638.0808 Fax: 321.638.0978 Total Time (hrs): 4.00 Activity Record Client: RT Construction, Inc. 2856 East Oakland Park Blvd. Ft. Lauderdale, FL 33306 Project: 2009 Southern Star Drive 2009 Southern Star Drive, Ft. Pierce, St. Lucie County, FL Date of Activity: Thursday, March 19, 2015 Technician: Cliff Cherrnay As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of earthwork testing for the Building pad. While on site, the technician observed the general condition of the areas to be tested and performed 4 density test(s) for Building pad. All test(s) were performed in accordance with the ASTM D-6938 Nuclear Gauge Method and were found to meet the project compaction requirements of 95% of the maximum dry density per ASTM D-1557. The Contractor was notified of the test results or a copy was left for their records. This test(s) was performed without deviation from ASTM procedure. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. UNIVL'RSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing • Threshold Inspection Building Inspection • Plan Review • Building Code Administration 820 Brevard Avenue • Rockledge, FL • 32955 321.638.0808 Fax:321.638.0978 __ Project No: 0310.1500119.0000 UES Report No: 39551 DT1 031915 In -Place Density Test Report Client: RT Construction, Inc. 2856 East Oakland Park Blvd. Ft. Lauderdale, FL 33306 Project: 2009 Southern Star Drive 2009 Southern Star Drive , Ft. Pierce, St. Lucie County, FL Area Tested: Building pad Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 03/19/2015 Lab: ASTM D-1557 Technician: Cliff Cherrnay Requirements: 95% of Proctor maximum dry density. These tests apply to the fill and/or surficial soil conditions only and do not address the condition of the underlying soils below the tested depths. Test # Location of Test Range (FT) Depth (IN) Proctor (2) Field Dry Density (PCF) Field Moioure o % Compaction p Comment (3 ) 1 South west section of pad 0-1 -12.00 18015 116.1 8.6 96 A 2 North west section of pad 0-1 12.00 18015 116.3 10.6 97 A 3 North east section of pad 0-1 12.00 18015 114.6 8.7 95 A 4 South east section of pad 0-1 12.00 18015 113.9 11.2 95 A (1) Ref. Datum (2) 0 = Top of Final Grade Proctor Maximum Optimum # Dry Moisture Density Content 18015 120.5 10.5 (3) Comments Key A. Compaction meets min. requirements B. Compaction does not meet min. requirements C. Moisture does not meet requirements D. Recompaction required E. Recompacted, Retested, Meets Requirements This test was performed without deviation from ASTM procedures. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. UNIVERSAL Client No: 0310.1500119.0000 ENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Date: March 30, 2015 Environmental Sciences - Construction Materials Testing 820 Brevard Avenue - Rockledge, Florida 32955 - (321) 638-0808 REPORT OF MOISTURE DENSITY RELATIONSHIP OF SOIL Client: RT CONSTRUCTION, INC. 2856 EAST OAKLAND PARK BOULEVARD FORT LAUDERDALE FLORIDA 33306 Project: 2009 SOUTHERN STAR DRIVE FORT PIERCE, FLORIDA Location: FILL - STOCKPILE FOR BUILDING PAD Date Sampled: 3/20115 Sampled By: CLIFF CHERRNAY 140 138 136 134 132 0 ii 130 U U' 128 m a c 126 0 0 a 124 } F z 122 w 0 r 120 o= 118 116 114 112 110 SUMMARY OF TEST RESULTS TEST METHOD ASTM D-1557 DRY DENSITY - IMUM 120.5 pcf OPTIMUM 10.5 % - MOISTURE CONTENT U.S.C.S--T SOIL DESCRIPTION BROWN SAND FILL: NATURAL GROUND: - PASSING #200 SIEVE CURVES OF 100% SATURATION � FOR SPECIFIC GRAVITY EQUAL TO: 2.75 2.70 2.65 PROCTOR NO: 5045 15 20 (Percent of Dry Weight) LAB NO: 18015 - 0 MOISTURE 5 CONTENT 10 NOTES: This report shall not be reproduced, except in full, without written approval of Universal Engineering Sciences. UNIVERSAL LO CATIONS: • Atlanta • Daytona Beach ENGINEERING SCIENCES • Fort Myers Fort Pierce Consultants In: Geotechnical Engineering • Environmental Sciences Gainesville Geophysical Services • Construction Materials Testing • Threshold Inspection • Jacksonville Kissimme91 e Building Inspection • Plan Review • Building Code Administration Leesburg • Miami • Ocala • Orlando (Headquarters) • Pahn Coast Project No.: 0310.1500119.0000 Panama City • Pensacola Date Typed: July 7, 2015 Rockledge • Sarasota • Tampa • West Palm Beach Field and Laboratory Report Transmittal Sheet Client: RT Construction, Inc. 2856 East Oakland Park Blvd. Ft. Lauderdale, FL 33306 Project: 2009 Southey-n.-Star Drive Permit J:jC =0049 Ft. Pierce, Florida As requested, a representative of Universal Engineering` Sciences, Inc. (UES) was at the referenced project to provide construction materials testing services. The results of the observations and/or tests are summarized on the attached sheets. The reports are numbered as follows: 39551 ARD1, 39561 DT1, 18016 NIP. We trust this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. Reviewed By: Universal Engineering Sciences, Inc. Certificate of Authorization -To. 549 _ /Richard E. Hoaglin',',O'En. f STATE OF FLORIDA Licensed Professional. Ent ,i,,ieer No. 48795 1CC EMAIL: plantsource@ymail.com 1CC FAX: Attn Cal Piper with RT Construction 561-578-0102 1CC Mail and Seal: St. Lucie County, Ann: William Durdan, 2300 Virginia Ave. Ft. Pierce, FL 34982 820 Brevard Avenue, Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 www.UniversalEngineering.com UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing • Threshold Inspection Building Inspection • Plan Review • Building Code Administration 820 Brevard Avenue • Rockledge, FL • 32955 321.638.0808 Fax:321.638.0978 Activity Record UEs project No: 0310.1500119.0000 UES Report No: 39551 ARD1 031915 On -Site Time (hrs): 3.00 Lab Time (hrs): 0.00 Travel Time (hrs): 1.00 Total Time (hrs): 4.00 Client: RT Construction, Inc. 2856 East Oakland Park Blvd. Ft. Lauderdale, FL 33306 Project: 2009 Southern Star Drive 2009 Southern Star Drive, Ft. Pierce, St. Lucie County, FL Date of Activity: Thursday, March 19, 2015 Technician: Cliff Cherrnay As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of earthwork testing for the Building pad. While on site, the technician observed the general condition of the areas to be tested and performed 4 density test(s) for Building pad. All test(s) were performed in accordance with the ASTM D-6938 Nuclear Gauge Method and were found to meet the project compaction requirements of 95% of the maximum dry density per ASTM D-1557. The Contractor was notified of the test results or a copy was left for their records. This test(s) was performed without deviation from ASTM procedure. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. L�-_. .2rojectNo: 0310.1500119.0000 UNIVEIRSAL ENGINEERING SCIENCES UESReport No: 39551 DT1031915 Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing • Threshold Inspection Building Inspection • Plan Review • Building Code Administration 820 Brevard Avenue • Rockledge, FL • 32955 321.638.0808 Fax:321.638.0978 In -Place Density Test Report Client: RT Construction, Inc. 2856 East Oakland Park Blvd. Ft. Lauderdale, FL 33306 Project: 2009 Southern Star Drive 2009 Southern Star Drive, Ft. Pierce, St. Lucie County, FL Area Tested: Building pad Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 03/19/2015 Lab: ASTM D-1557 Technician: Cliff Cherrnay Requirements: 95% of Proctor maximum dry density. These tests apply to the fill and/or surficial soil conditions only and do not address the condition of the underlying soils below the tested depths. Test # Location of Test Range FT ( ) Depth (IN) Proctor 2 () Field Dry Density (PCF) Field Moisture % % Compaction P Comments 3 ( ) 1 South west section of pad 0-1 12.00 18015 116.1 8.6 96 A 2 North west section of pad 0-1 12.00 18015 116.3 10.6 97 A 3 North east section of pad 0-1 12.00 18015 114.6 8.7 95 A 4 South east section of pad 0-1 12.00 18015 113.9 11.2 95 A (1) Ref. Datum: 0 = Top of Final Grade (2) Proctor Maximum Optimum # Dry Moisture Density Content 18015 120.5 10.5 This test was performed without deviation from ASTM procedures. (3) Comments Key A. Compaction meets min. requirements B. Compaction does not meet min. requirements C. Moisture does not meet requirements D. Recompaction required E. Recompacted, Retested, Meets Requirements This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. UNIVERSAL Client No: 0310.1500119.0000 ENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Date: March 30, 2015 Environmental Sciences - Construction Materials Testing 820 Brevard Avenue - Rockledge, Florida 32955 - (321) 638-0808 REPORT OF MOISTURE DENSITY RELATIONSHIP OF SOIL Client: RT CONSTRUCTION, INC. 2866 EAST OAKLAND PARK BOULEVARD FORT LAUDERDALE FLORIDA 33306 Project: 2009 SOUTHERN STAR DRIVE FORT PIERCE, FLORIDA Location: FILL - STOCKPILE FOR BUILDING PAD Date Sampled: 3/20/15 Sampled By: CLIFF CHERRNAY 140 138 136 134 132 0 �i 130 U U' 128 m a 126 C 7 O } 124 H z 122 u! 0 120 o: 118 116 114 112 1101 SUMMARY OF TEST RESULTS TEST METHOD ASTM D-1557 MAXIMUM 120.5 pcf DRY DENSITY OPTIMUM 10.5 % - MOISTURE CONTENT U.S.C.S. SOIL DESCRIPTION I BROWN SAND FILL: NATURAL GROUND: PASSING #200 SIEVE % I CURVES OF 100% SATURATION FOR SPECIFIC GRAVITY EQUAL TO: � � 2.75 2.70 2.65 • PROCTOR NO: 5045 15 20 (Percent of Dry Weight) LAB NO: 18015 6 ' 0 MOISTURE 5 CONTENT 10 NOTES: This report shall not be reproduced, except in full, without written approval of Universal Engineering Sciences. To: William Durden Page 1 of 5 2015-07-06 00:44:57 (GMT) 19547567127 From: Rich Thorpe FAX COVER SHEET TO William Durden COMPANY St Lucie County FAXNUMBER 17724626443 FROM Rich Thorpe DATE 2015-07-06 00:44:26 GMT RE Permlt#1501-0049 COVER MESSAGE William, Here is the soil report for the above permit. You said to fax you a copy so you can put a temporary release on the permit so I can schedule the other inspections. I will be mailing the original this week. Thank you. Rich Thorpe GC WWW.MYFAX.COM To: William Durden Page 2 of 5 2015-07-06 00:44:57 (GMT) 19547567127 From: Rich Thorpe F 5 UNIVER-145A, Biffldiagdo')�P'n'!, 0. w..., acf(ng nis Vq�,, Projp�,�Nb,: 0310.1500119-.0000 Date Typed: Ap.61.8, 20.11.6 Field and Uboratcry Re po I Transtnitt"411 i t 'w 'Clieft RT Coili5fructiori, 2815567 Ea�',,.'Ciklarid Park Blvd. Ft, tz.a!,ider.di?.,.:Ems L-3,-i3O(( i5roject. 2OW-:50oth x-.)rn Stai Drive k:- Memo, Fklrid� As: req, m-sted, a :r-ppr antative Of Juhivacal Ehginceerirtg znc10ncPA., Inc. (UES). was At. ttrhpn The -resi IAt s zu- he M-ka's6-vabons'. a,; re su jrriarized. 6r%, fthe ryeiched, sheem,.. Th,,a h. Ire n4mbip d, �n§ failow .1 1,51- A 39EL41,DT-1 4M 14C io. �Cr st "tills Jnforrn0VoqU*. suffipi'.l f rnedialle. nepotk,�� IT'You -111a R%aqj�.dg..i not j 44 t i or* Yqur V71 �40 Illy pes1�1pins,p Gm-6fi6ate c)f.A-.uth*or.-.Y-pt"'t.o.-,i.'�l,'c.>;.54-9' J 2015-04.0312.:2-364- jardE,�Hqagli n, R.E. -STNTE OF FLORIDA d Professional EnSineer �AS796 A CV. rAwd*vnu.qo�,� il'-wa" ICC F..AX Ann Cal KF�J, v-qulk RT coaswuaiqn 66!�578-DIOC) ge, TF Ion..;: -32941-5, *-"32.i I 0$-PN',U8 b1z ... I... I, .. . . 3 . .......... ........................................ ............ ........... To: William Durd en Page 3 of 5 2015-07-06 00:44:57 (GMT) 19547567127 From: Rich Thorpe P U 5.00119Awoo s KIVE SAL R. ' 1 Fir-8 Report m.w. ag,5.54 t,R. D! 03 19.15 ENGINEERING'SCIENCE' 3. 8ZOBmwwdAveaue- - -Rodde'46.1;1- -32955 Iota . I Tme (hre). a to R T Coistruction, InL- 2656 -East Oakland Park -Blvd,. Ft --Lawferd� P, FL.3330r) 9. Boqtharn --Star -D 2009 -Scartheirn Star-:Dr.Ne Ft. PlarcOhL, St. Lucie: C.ounty, =L Dat.e. of, Activity, T-hursdayjA.emh 19, 20-1 1-5 Techniciao 6,11,-inidan w�s presebt. at the:,albuve r rino Scie�nces 6-v C ced.,pmje t site for the purpa-Sepf-earth.1 rk-teWng. fbr,th*P- SqRding.pad;, Wkiile bi), site,. thin techfilecian. ob,-Ip�rv.ed ti-je g�kneraj� 4�bndltion Q. It . he areas. to bb-:bsted and.:parformed 4. - . . . - `9 N C 6r donsity te�st(�). for But cling pand'jMl tqs*�)- vuem performed in - accordlaq m6t h f �j t�- A,81 N-11, D-Q. 3 8 . u I e-- auge Nleth6d-and. were'fouxnd:l aittct requirernerts of 950% offthe maximurn dnj 'ct per.A.ST M.D- . 1551... The Contractorwas nQV-111e' dt rhe tek TesuRs-of a. r'pppy vlos.lefftfor their reonords.. 'rhi' �vas T V1 IzIest(s). PO? cxcc--pNr fill, i4thix-41the wfiffew, approvelof Universal SciGflces- To: William Durden Page 4 of 5 2015-07-06 00:44:57 (GMT) 19547567127 From: Rich Thorpe ICIIi-,girtsl) t lorl P'. project NO.. VNIVERSAL -S Repoil N E-20 Bsewn A-vtniue 32-1-638;aso'& Fax: 3.2 1., 6 1 - 8.09113, In.-P . lace client,;: RT Construcrian., Ine, 295,56-E-ast O:dl.k - iand:Pwk Blvd. er4We" FL 333,06 20-09'.83out ern, StuDrIVe, 20% 1 r,Spvt4ern , ta %D -t-Apimp, L ie -C, u 0!.r4,.FL Area Tested,, S'Wdirt9 - pad:* . Typp-.-of T% Field. Date offest. 03PIL-V2-01� Lab: A-$TU--D?-1ti 7 Technl.claw Cliff OPOnnaY of maximthii dry. den;slpy...T.hes-- Z'e*sts EPP`. y o t1146fill :ancyor sun-rc;al. soll.r.ondffiOns only and dp not. conditior-6tithe, den"n9*CS ilsbelo,urth. Test Prormr 9 LocoVon of Tei�t, (FT). % M.Oartion. (1) I south we.A- aec:kan of pad 00 j.j.A_j, 110yt vp-.st arc tt4q P d 3 North. _00 1.0G! 5 1.14-P �V OP A 4 pad-�l eastsectio :n of pad "zoo 18o 15 �5 A .4q�ith M Re.' Datum. .0 Top of Finell.-'Grade (3) COMM.Ont% Kqy wxinvyin Dry 0. K>iatum"dims -n&t:nVot Donsky. Gootont E: Remmspacted, Rortew� tdj: ww.e4§ ;�-,hls rpakt axc)w� ib fiu"?, inaa4nv Sc,'&n To: William Durden. Page 5 of 5 2015-07-06 00:44:57 (GMT) 19547567127 From: Rich Thorpe UNIVER-Q-AL 01 0� EiNG31NEE RING SCIENCCES Date. Ma-Ch Sri; 213d T n a�c esting REP-ORT OP M-01STURE DENSITY* RELATIONSW OF SOL Client: ITT CONSTRC.:CTfON, INC, 286SEAST-OAKLAND RARK FORT ILAUPERDALIE.TLORMA Project. 2009'SOUT,.�tRN ISTARDR5VE FORT F21C-R-C`E,.FL0R]rJA... Lbcatjow -S`r0CKPI'.LX:F0R f3'WLuW G- PAQ. DatalSanqfed. v2vv�aovlod sy-L Q.-LIFF QKERKNAY SUMM ZY TIE.ST METHOD STN A-D-15 , -.'q -37 DF�Y DENS17 Y v.i 0 % E- Z SOIL Or ,RIPTI— A B1 vo s 0A'1`6 T1 ':RUUN D12C10. SULVE� v, . -urwF-SbF.�W T' "f' 3%,5A URATFON: FOR 5PEQ3WIC C-RAVfr-rr--QUA'1-'r0: 1-14i 0 5. 0 1.6 20 D, IN !3ftj) -�fa NG, 1,5 NOTES,; —1 1>9 —�Opt i. f.11..aYB^:outr4rit an :Nps r vul o0j"Awd'amil sciai'we, To: StiLucie County Page 1 of 6 . 2015-07-07 16:14:50 (GMT) ( 19547567127 From: Rich Thorpe FAX COVER SHEET TO St Lucie County COMPANY Building Dept FAXNUMBER 17724621578 FROM Rich Thorpe DATE 2015-07-07 16:14:13 GMT RE Cement Tickets for Permit#1 501 -0049 COVER MESSAGE Here are the batch tickets fbV`p`ermi94M-@"�@!4:9Mo4 have any questions or issues please feel free to call. I fax d this in yesterday even g as well. Rich 954-579-0098 rn- WWW.MYFAX.COM To: St Lucie County Page 2 of 6 2015-07-07 16:14:50 (GMT) 19547567127 From: Rich Thorpe x 5.7-503291 t: C�A"'$RgHriojr C�A"'$RgHriojr PRxed QQ*X F"P= K99W, 41 Nka MAW _4WwyAddrao! SNEED. RD 'FORT -MESCR psevari S.0UTqERW STAR STA_Al_XP-,* 'Mit I'n M-IDWjRY TO $R79.j -SR7.0 W YQ. SNEtD, 'k. SNEED, MAILDOk dK A,, L AT THE 2ND RPUNDABOUT 6947311 SAFETY FIRST �s lum-M, MUM. 'COOP J wM 4.0.00 4000. ,RCS ..7 ywa 1051.4.5 105.4.50 APR 17 A8 5-:2M 1247a:1&.FUEL SURCHAReE 17..60 17-W 1.00 1.902749 -ENVIRUNMENTRI� CHARSE SAL;ES. TPX1. TOTAL AMOUNT FOR 'TH 1S.'T.WKET NOT 'El.. UAING STANDBY CHARGE -St 45. lwl two &Z'A.Mwo wz .Dldiyo,q.fJo. your-droWid WOW. da* :Dld Y04 448 45" WATER ADDEd. GAL OYMARD-Sj�l K OR aN ADDED. CURB LINEPR05$0 AT qWHEFT_SjAreN.r8 REQUEV YARDS PARTIAL QL..QQWSTP- ASTr 0: Jay, ;: 'To: St LOcie County Page 3 of 6 2015-07-07 16:14:50 (GMT) 19547567127 From: Rich Thorpe //CEMGx 5-7-5-03.292' *OJW COD 2ft!A9WED RD FPRT P19-RC9 -:-STABLE�i ,41 DWAY TiD S.R7-0*1 :SR70 Q To. SNEE6., R. -%Mr)l 9 MAILBOX* ON:Rl- L AT THE 41.�5 * ON SAF.ETSY FIRST wn par.- woRn"Cat2r�; lbftv,. t 1 to.i Nuenttr Z,7369484Z 17.00- i,�478-i U.EL -WkCHARSE 00. -i.toa74�9:,E N*V* IRUNMEWTPI�- QHARSE SALES SAX:,. 70. CHA 45, TbTAL 'AMOUNT FOR, TH.T.0 TICKET'NOT lNCLQ0-lWB STAN Y ROES.. o,�vivum Vser YOU, U.. 0, you q sr. PARTIAL LOAD 004 asuNwr=ASAL 1-002,54031 WA TERADDED: GAL YARQS:tN:QRQM CLAS LiNe..-rv;o5S AT.-.OWNEfVP!AGENrSRF-OuEWI ZFMATUM Q-LOAV WAS*!-W9T.qQ C, J.n7 T.", 0 'To: St LLIcie County Page 4 of 6 2015-07-07 16:14:50 (GMT) 19547567127 From: Rich Thorpe M, 1 :5 7 5. 0 3). 2- 91 - 5 . Plant. 10* 1. 'Biwo :LM�1611; A.ai.va'JZT StartUploo.. '.Ffnbh Unload, LaawwjoW laj 111' Ealla qVioge LONEL piwo pwk�. PA" or/M`71.5 RD FORT PIERCE STABLES MIDWAY TO $R70 -SR70 W TO SWED3. R SKtED, M'LLF-S, WHIT-E :Mqv­i0X 'ON. -R, L, AT. THE, 2N.P: POUNDPRQU-T SAFE74 * FIRST' 5 " 21Y 2 -7 WWI, mnxsi:izX TfGk,I,t NoMbW 3305.034 MM XMITPM= -AMOUNT pReommon MCMMOON ..QwwnTy i -0.00 -go., W, QQ. OQ j'.Gn.,0 K)"RES YD3, 'N476i -�L SURCHARGE L I,:Q0 �2 8 -F ENVIROMMENTAL -f4HAf*E:' 70-55 $ALES TAX: TOTAL. i*(3WWT FOR THIS TICKET NOT INCWDING STAMbBY CHARSES4, To 43.096 qr4ar.Amount ta.-PoAlko Ciaooc 'ahwe c-*-ftw oUd0)0ur. WMER ADD DWymlevfsateV? .04 YARDSIN ORUM-- old y0oftntify.haurda?. WH�N.-ADDED- DWyq#y3e.y rgoo .w Didym, usayour salety qonss? o I. OUFMONFECROSSEVAT-OMM'SWAG ENr"FECUEST., .QNCR UL YPRDS a WAaffiNS T,4PT5D, By.:. '�7 Y en empay VA MAMP M wvi�ea ivftai (P oauNrVaRSAL ORld,INAL C., 0 To: St Lucie County Page 5 of 6 2015-07-07 16:14:50 (GMT) 19547567127 From: Rich Thorpe ME M s x 739 iegln Uki To dob.. +1ms 1ot5 Sort t�nl8od; Finish Untvas9: leave Job: � ...ftwm Mot. Fp3�rs4; 921092: ata04Ctu�' tJ��-1S, c�� f2D rQRT PTERGi° plt I:DW{Y 'TO SF370.,t :SR7O t3 TO iW�P4 R raPdEF-LAY. S' MILES, .W4i.ij'E.'14AILSO.X #3i+t R;: :i_ AT THE. 'khan'{n�,q�n.r4,y�'�Vila s 3U69��.�r cusmusaTr+rr. a.�sr�n: i<aaz�is�eot:a .. isuc�auescara voma. uwerA�cs: asaa ur LOAD y.24�76J. a. FOEL 90ACS'ari RE,9E 61 #E'94�tlSrT� � i�K�t �ars.z VdATEFi d+DDED: GA'.: Yd+RDS i�7'i7RUR,S:�.. ¢tcyour'go`laS'whsfl'*pUmp'F l�l�ter4 aoaM S)�.'�'±DL►.c:$�i3;€e1�.:1fL",z�4e•R3t9 tfll1006s.to stc»rru�. PUSS LINE CAiyS.SEoAT`(3SNNEFi'SIAT.yr;i11T°9 REQUEST.: lamtEFVSAI C45�fifilbt� y C ., •�� ® .,ems r To: St Lucie County Page 6 of 6 2015-07-07 16:14:50 (GMT) 19547567127 From: Rich Thorpe 575,03297 Plant. lauon6adjrlsl. I TQ.Jttb:: Arlvojol 965 04/1 . 7/15 965 04/1 . 7/15 0.4/ . 11/0 200.9 SNEED- Rid FORt PlEfRC.9 27e 27258021 Mq­ ER STAR 5 SOUTH TAM -Es Jll,.lDWPY T.Q. SM.,. :SR-70- W TO- Sj4Etti, R SNEED2: 5 MILKS, WHITE MAILBOX ON R, L AT THE aNb 'OUNOADOUT SAFETY. FI..R5T S. - ob JEFF LOAD 1p"Clelpiflarg 011AWITY T 01 . 53450$ 400-0- -RES 1247818 F.UE;_. -SURCHAR(3E 1e.02749, ENV *1 ROMMENTRI. :CHARGE SLAB. D3 1.05. f+.�i: 1054.50 APRITAR11.0.2 -17. Oo .:SALES TAX:,. TA14DOY 1182. 45 TEItAl�' 'AMP.UNT F(J3R TICKET i4bT INCLUb-ING S .TH C9ph 'go J:­­7-7 -�.. -- Me& rifAtavieInvemr, 17 VIA- lhan: P WTER ADVED;_Zl_/_GAL YAktiS iN I)Wk yoo U,"* yquir:sdlsltyvp."S?�� WHSN ADDED.- X 0*14E ST' DISPQSALL FEE L L WGUATURE PARTIAL - OUL . Oro .13 LOAD. -WAS TESTED- By`- V.W tA 4 al Wwwe to W&A,00 job vN ve Viejo. awrf QffQ0Q A�o z mmg . = . .. lakma unkm lva" ORIGINAL I To: St Lucie County Building Dept Page 1 of 6 2015-07-06 21:35:02 (GMT) 19547567127 From: Rich Thorpe i ) FAX COVER SHEET TO St Lucie County Building Dept COMPANY FAXNUMBER 17724621578 FROM Rich Thorpe DATE 2015-07-06 21:30:64 GM RE Cement Tckets for Pe t#1501-0049 COVER MESSAGE Here are the cement tickets for Permi 1501-Ot949 on Southern Star Drive. Richard Thorpe 954-579-0098 QE e Go Sk. WWW.MYFAX.COM -To: St Lucie County Building Dept Page 2 of 6 2015-07-06 21:35:02 (GMT) 19547567127 From: Rich Thorpe 5.7503291 flan:: lea i:fs cii T* Jobil Ardue Job.` Stait Unload: Laava.Jol;. 1pf ReiUmftr* I 4,0c e-CQLL CASH J 965 '04 PMOO COX Fftopa haw'. CLARK '-zw raw - D&mYAOraw! 04/17/15 eO'09 $MgP.- RD -FORT ;PIERM babaFj SOUTHERN STRR STRBLES" MIDWPY TO $R79i :$.R70 W, TU SNEEED, 9. SNEED, * 5 :M-,.ee;, WHI.-TE . OA LLF� . OX 6,114, AT THE. jt 2N . D ROUNDAB , OUT -33.6947.31 SAFETY. FIRST wAv coOF 4,4 rrf -PI.WDUCRO" qp=PRQN MEY 4.000, WS REG 1-247a.18.,FUEL $URCHAR61E JUL 0 7 2015 17,00 17.E 00- 1.00 ;RP .141RUNIVIENTP.L. CHAARGE PERMITTING .20.0.0 0 N St. Lucie County) FL SA.LES. TjAXJ- TOTAL AMOUNT :FoR THIS' TICKET NOT 1�mu. ING STANDBY' CHARGES-. 43 -Cho& :016you.do your-cir0a of saft" Pklyov M-M.Ify Wards? :Did y.w.usayour umety Cori"? unsafe vonawnst ..PART I A k5l FUL ;�41. 11nmrv. A ffu" - ftiryb"� t2 000�:= .vijsa. 45' WATER -ADDED GAI N -16 �sirih%TIJRE o-ORS uNE.q.g0S$E0 AT QWNEWSIAGeNrs REQUE.ST;: �4* Y4;R%)S =r,4.,w.t (?I w umy � mnft No cmd1tW. sp".1 v fur in vMdm AV* T15STF-D Sy: LbAD NUK- I PRV TRK: 86UNNESSAL To: St Lucie County Building Dept Page 3 of 6 2015-07-06 21:35:02 (GMT) 1 01 19547567127 From: Rich Thorpe Anivo J04-: ii;WQo;d: 'I FIn6I%vntovxL 90wrn plint.. cAwn",'I. 2ftVASWEED RA F.,ORT 'PIFM:F- S86�°;$TRR -STABLEiS I ., - . ANEE-0, R. 9NEEDI MIDWAY TQ.SR70'1 -SR70 W- TO. 6TUT 14JAILBOX WRI L AT *THE SAFETY F IRST . VWMGMND93PfdyrM 9.M `'ems "'v& / .17 15 ikSrci 3,169484a upm j umappics. I EL SUACHARGE. .0 �47818 FIA I_o2�74q: VIRONIKENT aL HARGE JUL 0 PERPAITTING 10i qw- SAL-ts TAX:.. s TOTAL AMOUNT FOR. THI.t. TI0KtT'* WT INC9_-URIN13 45. pid you fmyvwwt kw. bib You -vee- -your il" you' 0.1 ate.. 15pq.�AL- f! EE -PARTIAL LL ARD� ,t7�U .LOAD Y I'Lum-bgr maw ilW4 WATERADDEP, GAt YkRQ,5:fN:Q'RQW_ VI)HENAPOED. Lo AD NUN; a To: St Lucie County Building Dept Page 4 of 6 2015-07-06 21:35:02 (GMT) I I I 19547567127 From: Rich Thorpe "n OrjfT-jV5 .48W-IMED RD FURT PIERCE m;lbw.Ay to 'SR70, -SR7.6 W TO SWED1. R SNE�j, 5'w MILF-S.,. WHITEUMI-LBOX ON. -R�. 1- QT THE, . Q-T SRF9-r.Y F-AST - 0 VATPPLC= 1 '0'. 00. 30, 00. 4QQ.0 :RE-5 YD:,?, 1 4. 5Q. - R E C Z- � If -1 L IrUEL SURCHARGE JUL 0 7 2015 . 1�6�749 :ENVIRONMENTAL PERMITTING St. Lucie County, FL 70-S5. SALES TAX: TOTAL AMMJNT FQR THIS TICKET WJT INCLODING STANOBY CHARGES.; 11.82.,4,45 ToW CPO qr4a.rAm0unttv.!qQ4.W ;348:' -35 "', qo� d.0 yv* olmle ofsafeW?. Did yoviftntIfy.baumle?. Did yet., -usayour safety cones,? wuNmRSAL WER CaAt YAFM , 610 DRUM WR81 ONE OROSSEDAT OWNERTIAGEWS K(iUE19T, 'MOKATURE dLdAaW,ASTF-pT-EQ BY:- To: St Lucie County Building Dept Page 5 of 6 2015-07-06 21:35:02 (GMT) ,) 19547567127 From: Rich Thorpe 70.*9' tartF: Depiar E a i¢3i5s s. .a®be. srh Stqr 8lial6ad, i Finish Unload: Leavp-Jo a. ... ,M P14P.L.` ' Cwr&an! A:auroiier f • !.'n7vl �..I, PcaecSt •Fr�r� C.�c .&MO ST€�R -STAPLES: TO '-SR` 0.1 :SR70 W TO 1RN149D:7 Ft S�[��Ify. �an„bw a 5 �t I.L.SS, 141411 .MAIL SOX Q N R,. :L. AT TkE SAsrETY Fi T R L�JAti G41F7t17L&'rSdLa. iSFi tARTFkii4,L'L'SlCS . , ?�RiY3H�C€CS�R3E3CYd1PStDN L2bAA. UWEYpP81C� R�[1UNT N.V i.RdN1MENTAi:, C.. SALES TAX n TOTAL AL'AMOUNT F t .T� S. 'fCK.ET NOT C3�1 i!#�I:i'3�a .�f��3�iSiwS.:. � $62;. 4.5 St. Lucie , , cssn.r:.�.Eura,:Ca,.....s�p;as.ustoPy9;r#�Ia.Caet,c +i"on` p� no�rsm Towrx- t�xti c3r�ramuur� rr�.caltaa>=. y4t :s yourYgg3 pump?�rteT�ADr�E�: GALva�RDS�r�DED. rr� tErauaEo. i . t. ts�Fn �rf �# aaet itt�li�s s-t :diV P1iir.tl±dr? CUPS LINE cR0S5EV..AT OWNER'SIAOIE NT O REQ EST.", PART :piL ' -:FULL 1;t3A `BARDS: sir ,nrr . C3.4GAD WAS TESTED :By Nb1 w our 4rn�eYe u{i{ er�aire' avtuy,.m7foR m P{sca wim um 0=10w de5ognalto Rt�B: iariY+vster �i��ma r % f pa 1a u mn �%�iii 51. : Cemzar7 a �, -0sj1INt o�d$f. tor. tlB psalm cvfi a; 1+ &w Gua3anai . bmn of.sak end: dxdt�aey'af�d �: ;n a ri �3r r+m� etwa.�.w�ae sa ,mnkiw 3ar wwtieaM eaLN9MRSAt, - OhIbINAL Mrit To. job.: Affive -J.01 stsrt �Ktlq,4d- C whimw4mb Numbw.. ".Jcwh EL. 9S5 04/17115 mwm A4 M.* PVP. OHM!* 04/ . 1-7-f-0 200.9 SNEEDRD FORT PIER M' 27a. P-725802A S-QUtkF-RN- STP-R STAB!-9P 'f SN F- KIPWAY *TQ...!PR7Q,. -SR70- W t-0 -i3j4F-Et,- R E D,: 5 MILES, WHITE MAI-Lg= ON R, L AT' THE' aND RQUNDABOUT 'SAFETY FIRST ME BrEITER LOAD !UAIMTl Qtikimlie unclopnopf uwt FfucF. 1:0.00 4.0.0.0- 50-:00- I �ZMO 400-0- RED wR 17--mir-02. 1p-47-818. FUEL..-SURCHARSE 17*..00 17- 00 IP-027491 ENV I RUNMEXTAt- :CH 0 7 20115 00 ati. (30. BALF—S. TAX- PER"WITTING 9.5. Re TUfAv- 'At4qQN.T FOR THV3 TI T i4br lNCLLWlk9ci9l!!30PWFCHA. ES : Tkiw COD ordarm-UP0 ?0.cq Dw yop Uft. your-91109typp.les? Dl� ETE- D-ISP-05AL FEE. PARTIAL BULL LOAD .. �l NVJWI. Ow dilioWT41 WAI--R-ADPED,--eV—GAL YARbg iN DRU14 WHEN -ADDED.. .,URS.LIN..CRC�$.$-WAT.o.wmi5R,vArm.ENrs mwem YARDS 'Q LOADV&S TEi$TfD I aw* I& =I fro wwy. * M aft to. a v Am ORIGINAL V � 'I-' to &ddAwjsb, Pre -Construction IKUII.IEWWTermite Tre ment iccrv:ccs 16 7670 Okeechobee Blvd., West Pa m Beach, F1. 33411 Phone: 1-800-285-7378 Fax: 561-684-0122 Property Information Treatment Date f / S / 5' Time jz; cio Lot Subdivision Name Block 260`► 5o�r i �ic�� s ��,- br Street Address (If known) Fuel- P, e,- ce- -7 City State Zip Owner's Name (If known) Builder/Contractor Name of Builder Shell Contractor Construction Type ©monolithic OFloating/Stemwall OPatio OEntry ODriveway OOther: Product/Treatment Information Treatment Type: 71fUnderslab ❑ Wood Treatment Product: ,❑1 DDisodium Octaborate U lmidacloprid ❑ Permethrin Concentration , 6 5— Square Feet Treated /5ac, ❑ Patio/Driveway/Entry ❑ Final ❑ Bait System ❑ Other ❑ Cypermethrin ❑ Bifenthrin ❑ Other: Mixed Product Applied D a l Linear Feet Treated ❑ If this box is checked, then Final Perimeter treatment has been completed and the following statement is applicable: Certificate of Compliance: This building has received a complete treatment for the prevention of subterranean termites. This treatment is in accordance with the laws and rules established by the Florida Department of Agriculture and Consumer Services. Applicator's Name (please print) ator's Signature HES-TE019 02/14 Hulett Environmental Services© 2014 . 0 FEB 18 2015 public 4, �t. LUCIN �'ius.fti� y, FL MIAM MIAMT DADE COUNTY EMIN PRODUCT CONTROL SECTI®N DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida B 175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315.2590 F (786) 315 2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.ov/pera/ Wayne Dalton a Div. of Overhead Door Corporation 3395 Addison Drive Pensacola, FL 32514 SCOPF,: This NOA is being issued. under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami .Dade County and..other areas where allowed by the Authority Laving; Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County :Product Control Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 Veloc�y .IlurdpaneZone, _ APPROVAL DOCUMENT: Drawing No. 03 Q31, titled "Series 800 Service Door Vp To 10' Wide X 24' High, sheets 1 and 2 of2, dated l 0126/2006, prepared by the manufacturer, signed and sealed by David L. Monsour, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -.Dade County Product Control Section. AUSSIf,E LVIPACT RATIN ,: ar a an Small missile pact Reaistad " LABELING: A permanent label with the manufacturer's name or logo, Dalton, OH, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. 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. TERMUN,kTION 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, fQ sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any c this NOA shall be cause for termination and removal of NOA. L ATION: Roll -up mechanism is not part of this approval. , ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, 11 d the expiration date may be displayed in advertising literature. if any portion of the NOA is dis ay ri I 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 NOA # 06-1107.03 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrerh, P.E. Pto41I 9205 03E i Expiration taste iVlar if i, 201. �s Iq Approval Date: Apai!'I9; 2f912 17-,Deis Page 1 Wayne Dalton a Div. of Overhead Door Corporation A. DRAWINGS 1. Drawing No. 035-0031, titled "Series 800 Service Door Up To 10' Wide x 24' High, sheets 1 and 2 of 2, dated 10/26/2006, prepared by the manufacturer, signed and sealed by David L. Monsbur, P.E. B. TESTS "Submi aced under NoA # o6-i-m o3- 1. Test Report #/ 01-46388.01 on Large Missile Impact Test per TAS 201, Cyclic Wind Pressure Test per TAS 203; Uniform Static Air Pressure Test per TAS 202 and Tensile Test per ASTM Eli, dated 11/14/2003, prepared by Architectural Testing Inc., signed and sealed by Joseph A. Reed, P.E., Test Report # 01.11950.01.418 on Self Ignition Temperature, ASTM D 1929 prepared by Southwest Research Institute, dated 02/27/2006 and signed by Karen C. Carpenter. 2. Test Report # 01.03048.01.193c on Flame Spread. Index and Smoke Density Index Test per ASTM E84 prepared by Southwest Research Institute, dated 04/28/2000 and signed by .Alex -I3_ Wenzel. C. CALCULATIONS "Submitted under N OA # 06-I10703" 1. Calculations prepared by the manufacturer, dated 10/26/2006, sheets 1 thru 4 of 4, signed and sealed by David L. Monsour, P-E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. AIIATERLAL CERTMCATIONS 1. done. E. STATEMENTS 1. Statement letter of code conformance to 2010 FBC, issued.by the manufacturer, dated 01/27/2012, signed and sealed by David L. Monsour, P.E. "Submitted y4mder NOW # 06-1.107 03" 2. No financial interest letter issued by Wayne Dalton Rolling Door Division, dated October 24, 2006, signed and. sealed by David L. Monsour, P.E. 3. ATI Test Report Letter, dated 1/1512007, signed and sealed by Joseph. A. Reed, F.E. A - Car& M. Utrera, lu. Product Control Examiner NOA No.11-1206.03 Expiration Date: March 1, 2017 Approval Date: April 19, 2012 FILE COPY E -1 ADJUSTING WHEEL(AW) STOP! CURTAIN (SLATS) GUIDE BOTTOM BAR OPENING WIDTH, 10'0" MAX -- SEE GUIDE MOUNTING DETAILS OPENING WIDTH + 6.00 (C)—------s� OPERATING MECHANISM HALF S 2x2x3/16. 3(V)X2x3 STL AN( agT�� I. DESIGN PRESSURE.. tE47 PSF, TESTED IN ACCORDANCE WITH TAS 201, TAS 202, AND TAS 203 BY ARCHITECTURAL TESTING, INC. 2, ALL WELDING TO CONFORM TO AMERICAN WELDING SOCIETY'S LATEST EDITION AND FLORIDA BUILDING CODE. USE A.W.S. A5.1 OR A5,5 E70XX ELECTRODES. 3. THE CONTRACTOR SHALL ENSURE THAT THE WALL CAN SUPPORT THE JAMB FORCES INDICATED ON THIS DRAWING. 4. WINDLOCKS ON BOTH ENDS OF ALTERNATING SLATS, S. HOODS ARE 240A GALVANIZED STEEL, STAINLESS STEEL, OR ALUMINUM: S. ALL GALVANIZING PER ASTM A 653, SHOP COATOF RUST INHIBITIVE PRIMER ON NONGALVANIZED STEEL SURFACES, 7. DOOR MAY BE LIFT UP, CRANK, HOIST, OR ELECTRIC OPERATION. 8, THIS DOOR CAN BE INSTALLED WITH EITHER SIDE OF THE SLAT (CONVEX OR CONCAVE) FACING THE EXTERIOR. S. CURTAIN IS .028 MIN STEEL PER ASTM A 653, GR.40, 090 GALVANIZED, 10. GUIDE AND BOTTOM BAR ANGLES ARE STRUCTURAL STEEL PER ASTM A 36. 11. TESTING PERFORMED ON A 10' WIDE X 8' HIGH DOOR (SHOWN), APPROVAL APPLIES TO DOORS UP TO 10' WIDE X UP TO 24' HIGH WITH COMPONENTS OF EQUAL OR GREATER STRENGTH. PART' HUV.DER WEIGHT (L0.1 TREE DADE COUNTY TEST 00 j APPROVED MOOIFICATI cE SERVICE DOOR, HVHZ, PAGE 1 OF 2 UP TO ]0' WIDE x LNTERIAL AS SHC 5/16-18 CARRIAGE BOLTT 15/16" AND FLNG NUT, 24" O.C, TP OPTIONAL INSULATION 2x2x3/16 OR �BACKER 3(V)x2x3/26 `•� STL ANGLE 7— ASTRAGAL (OPTIONAL) 22 GA (,028) BOTTOM BAR DETAIL MIN (TYP) _ _-lu771 SLAT DETAIL 03/16" RIVET (TYP) I L 1 47 BLOCKS EVERY I, IER SLAT N .75 .38 � �— —� ! N— .50 WINDLOCK DETAIL ..-- nacoroD4s%ASMIb r!e yi�w4dLfao t G - as 3 � lePduEeEmermi Approved rcrO onsou P... 3395 ADDISON DR, PENSACOLA, FL 32514 FLORIDA CERTIFICATION NO: 46475 OHIO CERTIFICATION NO. E-55077 MISSISSIPPI CERTIFICATION NO. 11946 LOUISIANA CERTIFICATION NO. 25457 Date: __- ORS AND DRAWN NY CHECREO DY APPVD, RY TOLERANCES (UNLESS SERIES 800 M. A. M OTHERWISE SPECIFIED) PSF DESIGN, 10/24/2005 IR Z� �� LINEAR .t .oao E 1 24' HIGH LINEAR .XLINEAR %XX 3 .010 X t . 10 ANGULAR # .SO' vMm Oallvn Rama oao. a.lre� SriALE —WHEN THIS BOX IS ,SO" HIGH ORIGINAL RELEASE NONE DIVERSIONS IN INCHES o iro",, OW .1p19 S. TM R'ntlaEa L'40 Ir.%ffiWRpM Mruw Ca",m . U MC 1 ➢ m OI'sY(:Y SIZE DRAWING N0. REVISION Na sra,. Not at W. u, v,alA oa m waa ao ,issra aw ,..,Kaa oe ao rimican adnm I 'I:e w"Id��rnr rs �C fin�a� He i�mcslrt%RITRM PL4,fv5MV p Oi AYil � �� 0 0 I 4,94 MINIMUM 2.13 4 . d A • 'a 4 0. 4 d ,a4 4 a p a. Cd I AALL DIMENSIONS TYPICAL FOR ALL GUIDE CONFIGURATIONS UNLESS OTHERWISE NOTED OR SHOWN i-3000 PSI MIN GROUT FILLED CMU BLOCK OR POURED CONCRETE COLUMN MTG BOLTS, 06/8 GR.5, 1 - 1,75 — Jt TAPPED OR NUT, 18" O.C., 1 RG .9e Rx a 4' v n 2.5x2x3/16� ASM 80LTS, 03/8 ORS. 24" Q.C., THIS MTG ONLY N rU 05/8 x 7.0 1.5 Py ,75 I f WEDGE ANCHOR, w x 16.25" MIN O.C. n � 3x3x3/16 GUIDE MOUNTING DETAIL GUIDES BOLTED TO MASONRY JAMB JAMB MATERLAI. POS WINDLOAD MEG WINDLOAD MASONRY Rx = 1085 Rx = 1085 Ry = 912 Ry = 1257 Rc�= 677 Re = 1492 Px = 1085 Px = 1085 Py+ = 235 Py- Ds 235 STEEL Rx = 1085 Rx = 1065 Ry = 1890 Ry 1462 Rc' _ 'TSW- Rc = 1607+ Px = 1085 Px = 1085 Py+ y- 235 Py- = 235 1 NEGATIVE WINDL IPOSITIVE WINOU 1.25 "^"ASMBOLTS, 03/8 GR.5, 18" O.C. SLIP a.p...*+..,e...,o�.� 2.5x1.5x3/16 GUIDE MOUNTING DETAIL GUIDES BOLTED TO STEEL JAMB GUIDE MOUNTING DETAIL GUIDES WELDED TO STEEL JAMB AT SLOT AND TOE R GUIDE MOUNTING DETAIL GUIDES WELDED TO STEEL JAMB AT SLOT AND HEEL F 1R1)rQx)TREY=REvI `.-. �P U alorFl da. Ae+➢vav=anazaabtKwx4Rbe Approved „ RDTklaFice 'OF3t ansour, P.E. nooryrsxoNc _ 2• uu 3395 ADDISON DR.. - PENSACOLA, FL 32514 p ' a FLORIDA CERTIFICATION NO., 46475 OHIO CERTIFICATION NO, E-55077 MISSISSIPPI CERTIFICATION NO. A 1946 LOUISIANA CERTIFICATION NO. 25457 Octe: PART NUMBER MEICRT (LR:) TfrLE OADE COUNTY TEST DOORS AND DRANN BY CHECKCD BY APPVO. BY TOLERANCES (UNLESS APPROVED MODIFICATIONS, SERIES 8011 M. onus 9UM CITHERWISE SPECIFIED) REFERENCE SERVICE DOOR, NYHZ, t47 PSF DESIGN 10/24/2006 tO 6 liuEAR t PAGE 2 OF 2 UP TO 10' WIDE x UP TO 24` HIGH scALc —WHEN THIS ORICINAL RELESSt Nx. 3 .CfD a30 LINEAR _XXX t .DID vq a DeRDn yATERtAL. AS SHOWN BOR IS, .Bo" HIGH ANCUTAA. t .50• Q 1I' Dm,..oNty^^ NONF, DIMENSIONS IN INCHES '.Doem a,k Zale 1419 DpAYtiM K M( VWpt{V,Y N WAYN( DN.TM yt0.� DDAX(D p(IM TFx �pgi({yYp /.p{xry�W} i{µT lAL DDANsp,D Mq ISfOWYAIbN 11RItCD1 CDNiAMO ,F[ TN[ D/190W Up WiiL NDT DL fCID]DUCI-0i W?IN, DC DiNCR/BE DID M@'vtor. iWT 0pp V5FD M VYNPt OR N iuT TV AYMf Ip-wllnx:-0x MFOpW110.V rOp 1VE tlA(LYt DF LatT¢ur,, OpWLS, D1NEk pmtuog Dt IAoo LA�OW PpDP[rtT,' Dr WMvi Tli fVRNgif ANt SIZE DRAWiHO HO. ,w y REVISION CA oa w. NtT DLC8WUCtWW MEMDi >➢ rDR T"t Of A3nAiLtTVS DD PARr^s TWrnwr CI(DBnT VPfq rrgliRN DimxzlDN IIL vAYI(C DAUON ikcl CDTMWCD lHD 3CD�liC RS TD :Awl LASL RR ACCCRMSC Or TM DL,A1N6 Witt 8L LU+19YN CD AS UI IRLiD141DE Of IWC 1CA' - - AOp[GW[Nf. •V1 3 � —�0 ' FEB 1 � 2��� HIAMI� AM MIAMI-DADS COUNTY Public PRODUCT CONTROL SECTION DEPARTMENT", PERMITTING, ENVIRONMENT, AND REGULATOR-tcie CoLsti„ -r 11805SWMStreet,Room208 AFFAIRS (PERA) 7 Miami, Florida 33175.2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F'(786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mialid6de novioera/ Ingersoll-Rand 6810 Hillsdale Court Indianapolis, IN 46250 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas. where allowed by the Authority Having Jurisdiction (AFU). This NOA shall not be valid after -the expiration date stated below. The Miami -Dade County Product Control Section (In Miami'Dade County) and/orthe 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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements ofthe applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocitylo_Hurricane Zone— DESCRIPTION- DESCRIPTION- R / SteeLCraft S—gdes H16-4"_Single.A'Insh Outswing_Commercial Steal ]Doors w /Mortise Lock set APPROVAL DOCUMENT: Drawing No 776W-2 Rev G, titled "Steelcraft H16-4" 3070 Single (Outswing)", sheets 1 through 8 of 8, prepared by the manufacturer, dated 05-01-02 and last revised on 02/22112, signed and sealed by Thomas Gordon, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large Missile Impact Resistant Limitation: 1. See. Design pressure (w/ lock strike options) & Water infiltration limitation sheet 1 of the drawings. 2. Non -grouted 2" face header will require head anchors per sheets 3 & 5. Grouted 4" header with in 88" max O.A. height will not require header anchors. 3. Continuous Aluminum Hinges to be min A16063-T6 and min thickness=0.11" LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Cincinnati, Ohio and Series 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 Oft This NOA revises & renews NOA 010-1206.01 and consists of this page 1 and evi 1 well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Cioanda, P.E. NPy OA 11Io,11=0921�1-1.7 Expiration DateR :, Approval Date v01; 1 Ineersolt-Rand NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's parts and sections drawings (transferred from file # 10-1206.01) 2. Drawing No 776W 2 Rev G, titled "Steelcraft H16-4" 3070 Single (Outswing)", sheets 1 through 8 of 8, prepared by the manufacturer, dated 05-01'-02 and last revised on 02/22/12, signed and sealed by Thomas Gordon, P.E. B. TESTS (transferred from file # 09-0924.04/10-1206.01) 1. Test report on 1) Air Infiltration Test, per TAS 202-94 2) Water Resistance Test per FBC TAS 202-94(Not conducted) 3) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Large Missile Impact Test per FBC, TAS 201-94 4) Cyclic Wind Pressure Loading per FBC, TAS 203-94 5) Forced Entry Test, per PA 202-94 along with manufacturer's parts and section drawings of Single flush outswing / Inswing steel doors, marked by Certified Testing Lab, Test Reports No(s). CTLA-776W -2 & CTLA-776W - 3 both dated June 07, 2002, both signed and sealed by Ramesh Patel, P.E. Note: Test report No. CTLA-776W -2 has been issued an addendum letter dated 12/03/09, issued by Certified Testing Lab, signed and sealed by Ramesh Patel, P.E. 3. Reference test reports CTLA 776W-1 and CTLA 1035W-2 for anchor qualifications. C. CALCULATIONS: 1. Anchor verification calculation dated 09-05-11 and last revised on 01/25/12, prepared, signed & sealed by Thomas Gordon 2. Hinge Load Evaluation report; dated 01/04/04, prepared, signed & sealed by Thomas Gordon., P.E. (transferred from file # 10-1206.01) D. QUALITY ASSURANCE BY i . Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS (transferred from file # 10-1206.01) 1. Tensile test report # CTLA-776W (0194H), dated 02/25/02 prepared by CTL Architectural Division, sheet samples, tested per ASTM E8, signed & sealed by Ramesh Patel, P.E. 2. Test Report No. 3094867SAT-001, April 13, 2006, issued by Intertek for "Surface Burning Characteristics of Building material" per ASTME84 and self Ignition per ASTM1929D for "EPS", issued to Falcon Foam, a Div of Atlas Roofing, re -named as "ATLAS EPS'. 1s U4" __ 11thaq L Chanda, P.E. Pro uct Control Examiner 11C44,1 Expiration D tez br Appro a E. -1 Py Ingersofl-Rand NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (Continue): 3. Tensile Test report No. A103W1-Test 1, 2 & 3 dated 23 APR 03 per ASTME-8 for steel face sheet, prepared by Certified Testing laboratory, signed and sealed by Ramesh Patel, P.E. 4. Test Report No.16206-122543 (1015P200(3)), dated November 29, 2004 for " Surface Burning Characteristics of.Building material" per ASTME84 and self Ignition per ASTMI929D for "Polyisocyanurate" issued by Omega Point Laborat6ries, Inc. to Elliot Company, Indianapolis, IN. F. STATEMENTS 1. Letter of conformance to FBC 2007 & 2010 "No financial interest". dated 09/30/11, signed and sealed by Gordon Thomas, P.E. 2. Laboratory Statement of compliance, part of the above referenced test reports. 3. Addendum letter dated Jan 20, 2011, issued by Certified Testing Lab confirming testing of Alum continuous hinges w/ marked -up drawings, signed and sealed by Ramesh Patel, P.E. 4. Addendum letter dated DEC 19, 2011, issued by Certified Testing Lab verifying wire anchors, strength of grout, stud anchor, Strike plate and MA series Mortise Lock, supplemented w/ marked -up drawings, signed and sealed by Ramesh Patel, P.E. G. OTHER 1. This NOA revises & renews NOA # 10-1206.01, expiring on 02/24/12. 2. Verification Test proposal dated 12/03/09 for continuous hinges & SS strike plate, approved by BCCO. 3. Additional marked -up drawings provided as part of addendum letters by Certified Tesing lab. 4. Photo of Stainless Steel Strike plate supplied by Ingersoll-Rand. 5. Schlage & Falcon Mortise Locks brochures / catalogs supplied by Ingersoll-Rand. 6. Technical brochures of butt Hinges & continuous Hinges supplied by Ingersoll-Rand. X Explraiio r 17 Approval Date: March 01, 2012 E-2 il 40' MAX, FRAME WIDTH il F �— MAX. --- LLO ti MA00 3 'v 39,9375 rt OF SEE 01 DESIGN PRESSURE RATING (OUTSWING DOOR) IMPACT RATING LOCK/STRIKE WHERE WATER INFILTRATION WHERE WATER INFILTRATION PLATE OPTION REQUIREMENT IS NEEDED REQUIREMENT 1S IIQL NEEDED° LARGE AND SMALL STANDARD NOT APPROVED +iED PSF / -100 PSF MISSILE IMPACT g 3DWL SS FY MIN- 31E KSI NOT APPROVED +170 PSF / -170 PSF SEE NOTE 6. 9.750 - OF HINGE � rt EQ.x (SEE NOTE 3.) 1-j E OF HINGE K E V L N 1 U N N r LTR DESCRIPTION DATE APPR A APPROVAL DWG 02/E5103 C REVISED PER DC BCCO 07/02/04 D REVISED PER DC BCCO 09/31/04 E REVISED PER DCBCCO 01/14/10 'Water Infiltration resletanceIsnot reIredwhenDoorassembliesInstalledInnon-habitable�_Gj. F REVISED PER DC BCCO 01/07/11 areas where the door assembly and Brea are designed to accept water InflitraUOn, or If protected by overhang with ratio LenglhfHalght equal or gr6aterthan t, REVISED PER DCBCCO 01/17/12 NOTES, GENERAL NOTES! 1, ONE ROW OF PS074 WEATHERSTRIPPING PER JAMB AND HEAD. 1, THIS DOOR SYSTEM HAS BEEN TESTED AND INSTALL PER SHT 7 DESIGN TO.MEET THE FLORIDA BUILDING CODE 2, ANCHOR REQUIREMENTS' (FBC) REQUIREMENTS, INCLUDING HIGH VELOCITY SEE SHT 1 AND 5 FOR APPROVED ANCHOR AND INSTALLATION REQUIREMENTS. HURRICANE ZONE (HVHZ). 3. HINGE REQUIREMENTS. e. THE DOORS ARE LARGE MISSILE IMPACTED MIN (3) HINGES 3, DISSIMILAR MATERIAL'IN CONTACT SHALL MEET LOCATIONS! 9.75' FROM RABBET IN HEAD TO CL OF TOP HINGE FBC REQUIREMENTS. 10,38' FROM FLOOR TO CL OF BOTTOM HINGE, EQUALLY SPACED IN BETWEEN. 4. SEE SHEET 6 FOR AVAILABLE STANDARD DOOR / FRAME CONFIGURATIONS. 5, HARDWARE INSTALLATION AS PER MANUFACTURER'S INSTRUCTIONS. 6, 4' FACE HEAD IS AVAILABLE WHEN FRAME IS GROUTED WITH CONCRETE, TO MAX FRAME HEIGHT SHOWN. 7. APLLY CAULK AS NEEDED. S. PRODUCT IS NOT APPROVED WHERE WATER INFILTRATION REQUIREMENT IS NEEDED, rill EQ,m 59 7 � O � OF HINGE ��� 1 ereoirb ' B �I JA TOP 6 BTTM 10,375 TYP. EXTERIOR ELEVATION - OUTSWING DOOR 1/4' X 1-3/4' TAPCON INTO CONCRETE (3) PLACES OR 014 X 1-3/4' WOOD SCREW (3) PLACES SEE NOTE 7. SPA a 11,5D' MAX 1 0 INTERIOR 5.75' NOM. TYP, EXTERIOR - OUTSWING SILL INSTALLATION (TYPICAL) i��! I:Gi31i39�9IY icy]i]I<�iaT�I��s1siR.1=5�(ITaF�i��SGF1iU� If -.a i'E•�Ii:#7:{�1:1bi`•]��l-�•I:Yi/lF3i�:kTi�ililR�l��TiTi:lE37�1�:L1:1�-iiG�I=;� li7i�1: > � : -- t��b�T�:1121Eii�l�;Glls�I•iG=1=� IEli�li'•TID1:11FiR:L ���9'ii�[�Y•YkTi/1•'fYY{:L•IiT/�Ll'+1 !1■ ir<>rld'�f•7:%ilif�d:LT�iSI�ITi is'!:llli(�I�ilitEk�3tSEllE9l�� iti�ll=li'I7itCL•TTf:17� L-=i�L]I?WIBf'tl1[dV:7'!Q14'.I:i9�l'll: ',i1■ :F3GW.T;klilt PVLWiiaF11>l�li*--kW.6;AV- i�i1 �7�f:131;i��f:isi�TL•iTN�ii:R.i71•ilfLi�Tf:li3iiB�ilEt�:i:b4•� 1)x. Ciinv I �:L!fi>r] ilk 1�3i'i7�i:l>i1i1�T:i9I•TfR1R;T�ii:bT)I� i1�ii#la cFTirTS�iT�IFI�L•Sir1;T��'�a77i m�fi1f7:1Sd•7Tf:�•�31-�37i�, r!:. • , !l1iLTYi�LrL1 ! "ICi i1:T}f,jS7:1• J:{ iPJi, �Y-T�i:]BDI:ISkI:1aN71�I:�A�le:4h�!!:�"1�(��Dlal(II:ERIK:1As1EY�1�9:Yill•-s ■.K7�f�T7l•S97:Si:f�i3i:il]31:I�li�il�t:� - i='L1�F� MEN RY:b�9X:l�lel!l>�317��7E9:I�i�i�� il:Lli if{>a� 0FN0ti1M1K0f7il:I:Pl.id1W.T`3i3W3P•LIK4t5ld3d*��41-IM511a1EXtm9-6.1 aR4W4&14f;r1A.TLYA '. m .. • , . sAmur Ingersoll Rand STEELCRAFT Securlty Technorooles 99ppI77 B 4UTE ASH R Ap -- �- CINCINNATI, ON 4�tI42 cr aewca anise ruu ro wi s YMF vHne STEELCRAFT H16 - 4 307D SINGLE (OUTSWING) WITH MORTISE LOCK HIGH PRESSURE APPLICATIONS 776W-2 or G 3/8" DIA. LAG BOLT 3.0" MIN. EMBEDMENT 1.5" MIN. EDGE DISTANCE WOOD STUD (BY OTHERS 2(2X) TO BE PROPERLY SEMURED TO WITHSTAND IMPACT LOAD (2) MIN THROW, LATCH=3/4" BOLT-1" - 40" MAX. 30" MAX - DIAMETER WEJ=1T, IS LOK BOLT, IS POWER BOLT, IEAD TRUBOLT OR 2.00" fN 0" MIN. EMB •OMENT SEE SHT 6 FOR ANCH OPTIONS AND INSTALLATION O INTERIOR 3" MIN. EDGE 9 DISTANCE MATERIAL SHT. 1 & 4"O3 MINEDGE DISTANCE EXTERIOR — OUTSWING. 27CO PSI CONCRETE 20.234" 0-90 CMU ORCUT FILLED SECTION A•-AF'y 2000Poi MORTISE LOCKSET. SCHLAGE L/LV9400 SERIE DETAIL SEE STRIKE DETAIL FALCON MA —SERIES MIN. THROW BOLT 3/4" MIN. LATCH THROW SCRLAGE L V9400 B REYB'D MORTISE OXBET W D€ADBOLT 1.23" 9.79" \• 9.19" \ y Y DOOR HINGE FRAME HINGE REINFORCEMENT REINFORCEMENT 1" MIN. THROW BOLT '"V -3/4" MIN. L9ATTCH THROW MORTIBE�LOOCmB I DIBIIDBOLT L0.28_J. 045 WIRE DOOR 0.31" HINGE SPACER 1.75• 0.50" 1-- 4.34.' 0, R 0.125" INSIDE TYP. 0.75" YMF MIKE REINFORCEMENT LTR DESCRIPTION DATE `AWROVIEM A APPROVAL DWGS. 02/25/03 c REVISED PER DC BCCO 07/02/0 D REVISED PER DC BCCO 08/31/0 ' E REVISED PER DC BCCO OL1/14/10 F REVISED PER DC BCCO 01/07/11 . oG REVISED PER DC BCCO 01/17/12 HINGE MICRON REINFORCEMENT 0 0 DOOR HINGE REINFORCEMENT 0 1. SEE SHT.1 FOR ELEVATION, MATERIAL AND SIZE 2. SEE SHT. 5 FOR WALL CONSTRUCTION, ANCHORING SYSTEM OPTIONS AND INSTALLATION. 3. SEE SHT. 8 FOR AVAILABLE OPENING SIZES,. JAMB DEPTHS AND SPECIFICATIONS " 4. APPROVED HARDWARE INSTALLATION IS PER MANUFACTURER'S INSTRUCTIONS 0 0911CT BCVWD wNh NK Fle" +� �'�i Ingersoll Rand Swurlty Teahnotopiu Gordon T{I as ' Date. 3759 Blogs.'rr� •court < Mason. OH'. Z040. ; Florida If 4018 90FBLUE ASH ROAD CINCINNATI. OH 43242 !O CWMMAL 8MM ODOR W/ McRTIM LOM DOOR AND FRAME HARDWARE ilES 511�OLE DOORS �PLICA ONS 776W-2 G 2 OF 8 GROUT FILLED FRAME HEAD F'g 200D Poll T— e MAX. SEE NOTE 6. o--f LOCKSIDE REINFORCINGAj CHANNEL V9 EXTERIOR w _ 1.25" MIN. .+1" EDGE DISTANCE INTO WOOD 2-11r EDGE SEE BHT DISTANCE INTO CONCRETE SECTION B-8 MORTISE LOCKSET SCHLAGE L/LV9400 SERIES FALCON MA -SERIES NET DOOR HEIGHT - 2,083" 2" FACE HEAD DETAIL 4.5" MIN EDGE DISTAN 2(2X) BY OTHERS, TO BE 3/8" DIA. SCREWS INTO WOOD OR CONCRETE ENGINEERED SEPARATELY 'SEE DETAIL SHEET 5 BUTT HINGE jj12-24 SACCREWS 4.5" X 40 STD. WT. MIN. HAGER 1279 JT STANLEY8 FB8179/1900 IVES 5881/3CB1 T T 134" MIN. THICKNESS ' e Fy MIN. e. 36k91 e 3 e e 4.5" MIN.. ref CONTINUOUS HINGE IVES 112HD & 224HD STANLEY 661HD SELECT SL11HD PEMKO FM -SERIES HAGER 780-224HD ALUMINUM .110" MIN. THICKNESS 8 e SHT 8 1.25" MIN. e e o F EMBEDMENT WOOD OR e CONCRETE SILL " SILL INSTALLATION DETAIL B4" CONTINUOUS HINGE Max. HAGER 790-900 MARKAR FM-300 & HG305 STAINLESS STEEL .067" MIN. THICKNESS 0 12 ga. LOCKSIDE REINFORCING CHANNEL \ � 0.69" (OPENING WIDT7-3/8'k�� i i ."� 1.66 14 GA. END -CHANNEL \ _ TOP & BOTTOM OF DOOR 3.50 DESCRIPTION APPROVAL DWGS. REVISED PER DCBCCO REVISED PER DCBCCO REVISED PER DC9CC0 REVISED PER DCBCCO DATE 01/17/12 lj�1v -,: 1hor6ca Dote Ilceecm,CCurR : • • OH ' u 401d TYPICAL FRAME 1 PROFILE 4.00' OPTIONAL FOR. HEAD u SECTION (S-EE NOTE 8.1 I I -2-.0-0" MIN. I 1 94" tom-- 4 1 56" 5.75„ NOTES: DOOR SIDE NOM. 1. SEE SHT.1 FOR ELEVATION, MATERIAL AND SIZE 2. SEE SHT.1 NOTE 2. FOR ANCHOR REQUIREMENTS 3. SEE BHT. 5 FOR WALL CONSTRUCTION ANCHORING SYSTEM OPTIONS AND INSTALLATION 4. SEE BHT. 6 FOR AVAILABLE OPENING SIZES, JAMB DEPTHS AND SPECIFICATIONS •5. APPROVED HARDWARE SHOWN, INSTALLATION IS PER MANUFACTURER'S INSTRUCTIONS 6. HEAD SECTION CAN HAVE 4" FACE DIMENSION WHEN ITS GROUTED WITH CONCRETE AND WITHIN MAX UNIT HEIGHT 7. STUD WALL CONSTRUCTION STRUCTURAL MEMBERS MUST BE DESIGNED TO COMPLY WITH APPROVED DESIGN PRESSURE RATING WITH 283#/FT BASIS Ingersoll Rand Security Technologies STEELCRAFT 0017 IO�4CINCINNAT. H2 LGRAff H SMES Swae FWFA CUmwm CONOMMut STEEL DOOR Wf Moaner tars CROSS SECTION OF DOOR AND FRAME COMMERCIAL LOCK IHIAggRDW���AR��EE HIGEHPRESSURESAPpE.ICSWDNS GLE DOORS lu NO. 776W-2 G 5 AUTOCAD BHT 3 OF 8 •% •V • MIT1MJ An —An i•i� •i• (A) EXPANDED POLYSTYRENE FOAM (B) POLYISOCYANURATE'200 (C) STEEL STIFFENED BY ATLAS EPS (POLYURETHANE) HAT SHAPED SECTIONS DENSITY: 1.0 LBS/FT3 BY ELFOAM. DENSITY: 2 LBS/FT3 20 GA.' MIN. C DE SECTION EE—EE ...✓✓rrrr rr rr r r r rr r r r r r r r ����� ✓ r r r r rrrrrr���r+� r r r r r r r r r r r .✓rrrr rr.-.rr •+•r�•��r �.r.....�rr � rr ✓ r r r r r r r r rrrrrrrr.+ E r r r r r r r r r r r rrrrrrrr r r+r+.f rrrrrrrr rr ✓ r r r r r r r r r r r r r r r r r r r .rrrrrrrrrrr r�rr�rrrrrrrr rrrrrrrr rrrrrrrrrrr r r r r r r r r r r r rr r r rr ✓ r r r r ✓ r r r r✓ r r r r �rr rr rr frrr r r .+,�.rrrrrrrrr �rrrrrrrrr.•+ rrrr rrrr r F C SECTION FF—FF�+ ,a • v y• F F (E) TEMPERATURE RISE CORE (F) EXPANDED POLYSTYRENE FOAM MINERAL FIBER BOARD BY ATLAS EPS, DENSITY:1.0 LB/FT3 DENSITY:17:1:1.5 LBS/FT3 OR POLYISOCYANURATE 200 (POLYURETHANE) BY ELFOAM. DENSITY:2 LBS/FT3 t R E V I S 1 0 N S DESCRIPTION DATE APPROVAL DWGS 02/28/0; REVISED PER DC BCCO 07/02/0- REVISED PER DC BCCO 01/14/10 REVISED PER DC BCCO 01/14/10 REVISED PER DC BCCO 01/07/11 REVISED PER DC BCCO 01/17/12 DETAIL'V, HAT SHAPED STIFFENERS DOOR WIDTH STIFFENERS 3 —0 8 ��wV j► j� illll+ lli IIM�I NOTE: CORE MATERIAL SHOWN WITHOUT HARDWARE REIFOREEMfi TS GordOr� kTttomgq Date 3758 9lggeom• 0 , rt Madan, OR � , 51 Florida 907 Ingersoll Rand S•audty TecMalapies 51EEL T METEASH ROAD IEEE]- CINCINNATI, ON 45242 ANOIE IR/STEELCRAFT H SFYIIM SOIOM FLUSH OaTSTM10 COMLMML SIM DOOR W/ MORMS LOC YMF a/mAg DOOR CORE MATERIAL OPTIONS DND 140. 776W-2 G NTS I AUTOCAD I SHT 4 OF 8 IN INTO GRA T FI L D FRAME AND BLOCK WALL , WFALI M° b x x r DOORS PER JAMS REFER 79 IALI-� a• VAX 0°UT °p1 INFl IF RETAIL P�19-1001 88IIL! REINP. BM or L9x. DJBSOUGHi :}; WIRE MASONRY ANCHOR 'x; .:! �.' WItE ANONOR tl7/ta• MASONRY BLOCK WALLS \ BRIDNT BAliO YA ! F&IV x . �W MIN. 8"xB"X1B° CMU (D•-e0) F Q-200DPe1 GROUT FILLED FMIsnND LFAMNRV ANCH��, IF 4" FACE HEA MD INTO CONCRETE WALL OR CMU Frzua0Pai MIP GROUT REOUIRS �,�_ SEE NOTE 3 -..� .." re• MAIL TOTAU lcxD'1i1oae s• x r DDORB ,LK 111 PER JAYS •�:a:` ;;scat ¢ qqrr VAR! "e INIPTA11A ON DETAIL THIS BNELT JAMS LOCK -IN r MIN, WAS DR r ism ,. 0 0 9W➢w°!Ce � N. A• EDGE DBTANDE 0 MIN. OOP.f CONCRETE 9900PN . GROUT LL 1/ SPACE (CR 0IM (C-9D) Q111 BLOCK WALL ® WOOD STUD ANCHOR. �91µEET JR DITAK r--• ID' WDL —t *0 Sw I RD PER ,ir. YAK y X T' ODOR$ R8 S MAX�M We Q DP WOOD GO t .._ STUD ANCHOR TYP.REM MAX INSTALLATION TO DETAIL a• MAX OEE BELOW WOOD STUD ANCHOR (LOCK -IN OR WELD -IN) tiie o'A�IaaINx.81 3 O X 1,6 MIN. ONE WOOD STUD WALLS TOT L PER SEE NOTE 1. am ©FYISTIND MA30N WITH Lac BOLY INTO WDO�LL 4D•M'X ANCHOR O"AIL °• °• IN ON 3 EQ. E4 fie• YAK 10TAU OF ANCHOR HEA BOLT IN D o 25, MAN, TYP. MAIL SHEoae PATH YAK uo eaLTe JABi�° s x T DODAa MAX �PE7R u0 BOLTS �•w A.-O OIt3 HEAD OF NCODMAX MAX ANCFIOR TYP. MAX REFER TO SILL •... if 11AX. © STEEL STUD ANCHOR TOL: TA I -..._._ )2CIaIOffPFR� J(sA)VA; . a• x r come ANCNM gm11 IN HEAD OF 9iFEL A —NM TIP. REFER 70 SILLM NA INffAU.A11ON DETAIL am IMPLOW STEEL STUD ANCHOR WELD -IN OR LOCK -IN pp2 X 0.7a' SN9 (4)_PCR ANCHOR pp 4CCaw0IDd=NENT 10 � WN.XN Q 3- 0 STEEL STUD WALLS SEE NOTE 1. Le JAMB WELD —IN JAMB LOCK —IN - JAMB WELD —IN 1__I • wX ENeEONEHT s• MeF• EMommr+i' I— r NIL EMOMMERY IAO BOLTS J/0 OUL WOOD STUD WALLS SEE NOTE 1. R E V I S I O N S 1-0 LTR DESCRIPTION DATE APPRO` urm A ' APPROVAL DWGS. 02/26/03 bo C REVISED FOR SUBMITTAL 07/02/04 !L D REVISED PER DC DCCO 09/31/04 E REVISED PER DC BCCO 01/14/10 ED PER DC DCCO Ol/07/11 a� [:j:[::��REVIISSED PER DC BCCD DI/17/12 \ ' , 'A'r MIIR Me 110�/► � ordod••Tliom,De Pot® 3759.9j&e�0��'�1� e-t iln�� AM675'8 / o l " X 1-3/4' TAPCON INTO CONCRETE PLACES V/ 8-1/E' EDGE DISTANCE 1-1/4' HIM. EMBEDMENT 1 1/4''/ED(WOOD DISTANR E � PLACES am• NOY. {'J.q- MIN, CMDCYMc EXTERIOR e.aD• TYP. NOTES: S(X7yLpII�HAaTAUTIOR 1. STUD WALL CONSTRUCTION STRUCTURAL MEMBERS MUST BE Dal DOOR DESIGNED TO COMPLY WITH APPROVED DESIGN PRESSURE RATING WITH 283g/�7 BASIS 2. NUMBER OF ANCI{ORS FOR VARIOUS OPENING HEIGHTS IS LIMITED BY MAXIMUM DISTANCE BETWEEN ANCHORS, SHOWN ' ON THIS SHEET. 3. HEAD SECTION CAN HAVE 4" FACE DIMENSION WHEN IT'S GROUTED FULL. 2" FACE HEAD WITHOUT GROUT REQUIRES (3) EXPANSION OR LAG BOLTS IN HEAD 8" FROM -EACH JAMB AND EQUALLY SPACED. 4. ELEVATIONS SHOWN FROM EXTERIOR FOR OUTSWINO APPLICATIONS. SEND RADIUS ® Ingersoll Rand srn NtY TO"Matamu �g17BnF. H6442CIININNATI, O u+/11TRELCRIIFT H SERIES 51HOTE FLUSH CUTSNND COMMERCIAL W& DOOR IY MORTIF LOW CRAWN YMF DATE a/av_ ANCHOR DETAILS / MOUNTING CONDITIONS AP IIWO NIL REV 776W-2 G NTS I AUTOCAD I I SHT 5 OF 8 AVAILABLE DOOR CONFIGURATIONS TABLE 1. (SEE NOTE 1.) DOOR TYPE CORE MATERIAL MAXIMUM OPENING SIZE SKIN MATERIAL WIDTH HEIGHT DESCR. -GA./MIN. TK PER SHT.7 FLUSH HONEYCOMB POLYSTYRENE SO" 7'0" CRS GALV 16/.053" 14/.067" POLYURETHANE STEEL STEEL STIFFENED 3 0 1' 7 0 " CRS 16/.053" STIFFENED GALV 14/.067" TEMPERATURE MINERAL FIBER 3'0" 7'0" CRS 16/.053" RISE CORE GALV 14/.067" EMBOSSED PANELS POLYSTYRENE/ HONEYCOMB 3'0" 7'0" GALV 16/.053" AVAILABLE FRAME CONFIGURATIONS TABLE 2. (SEE NOTE 2.) . FRAME SERIES JAMB DEPTH MAXIMUM OPENING SIZE MATERIAL WIDTH HEIGHT DESCR. GA. MIN. THK 16/.053" F 5.75" NOM. 3'0" 710" CRS/HRS GALV 14/.067" 12/.093" MU 5.75" NOM. 3'0" 7'0" CRS/HRS GALV 16/.053" 14/.067" TABLE 3. STEEL MECHANICAL PROPFRTIFS. MATERIAL ASTM REF. DOOR FRAME YIELD" KSi TENSILE KSi YIELD KSI TENSILE KSi CRS ASTM A1008 44.7 MIN. 50.2 MIN, 31.1 MIN. 41.5 MIN. HRS ASTM A1011 44.7 MIN. 50.2 MIN. 31.1 MIN. 41.5 MIN. GALV: A60 ASTM A924 44.7 MIN. 50.2 MIN. 31.1 MIN. 41.5 MIN. R E V I S I O N; DESCRIPTION DATE APPROVAL DWG 02/26/0. REVISED FOR SUBMITTAL 07/02/0, REVISED FOR SUBMITTAL 08/31/04 REVISED PER DO BCCO 01/14/10 REVISED -PER DO BOLO 01/07/11 REVISED PER DC BCCD 01/17/12 `"" F . 40 �6G71 Wilk The Gord6n(I1Iol as ktti 3759 8I1 dsohl..Qqurt Mason, 1$,4504U, Florida #48 1&;,,;; NOTES: 1. DOOR CONSTRUCTION 1.1. MINIMUM DOOR THICKNESS - 1 3/4" 1.2. DOORS AVAILABLE IN FLAT AND EMBOSSED SURFACE MODELS (SEE TABLE.1) 1.3. ALL DOORS ARE FLUSH - NO LITES OR LOUVERS APPROVED 2. FRAME CONSTRUCTION 1.1. NOMINAL JAMB DEPTH - 5 3/4", STOP HEIGHT - 5/8." 2.2. FRAMES AVAILABLE. AS FLUSH (F-SERIES) AND MULT-USE (MU -SERIES) (SEE TABLE.2) 3. FOR MATERIAL SPECIFICATIONS REFERENCE SEE TABLE 3. °END RAM4 Ingersoll Rand . Security Technologlu STEELCRAFT CNOH242� CININATI, 0 71tIRS ANGLE CTION 1 t Ot/e16tLgtAFT H SERIES SWO12 FLUSH CUTS" ODMM MAL STEEL DOOR W7 MORTISE 9-m- TRAWN nR E DOOR AND FRAME YMF D/ol/� CONFIGURATIONS GMECIUM AND MATERIAL SPECS. HIGH PRESSURE APPLICATIONS --H 776W-2 7DWG � NTs AUTOCAD I sHT 6 OF 8 t ' BENT TABS TO SECURE ASSEMBLY vl�ll_ M° P 'KD' "KNOCKED —DOWN" ASSEMBLY VELDED HEAD NOTCHED AND BUTTED BETWEEN JAMBS 2" NOM. 0.438" J MIN. 5.75" NOM. 0.438" •J HINGE JAMB O MIN. WLDED HEAD SITS ON TOP OF NOTCHED JAMBS HEAD O N 1.94" 4 180A. (.053") STEEL JAMBS VARY 4 yEATHERSTRIPPING DETAIL 1.56 (ALL DIMENSIONS TYPICAL 1 EXCEPT WHEN SPECIFIED) W 'SUA' SET- UP AND ARC —WELDED ASSEMBLY JR X 8/R TRUSS 'MU' "MULTI —USE" SERIES ASSEMBLY 2" NOM. NON—GROUNTED 4" MAX. —GROUT FILLED I 13 STRIKE JAMB 0 R E V I S 1 0 N S DESCRIPTION DATE APPROVAL DWO 02/28/0.' REVISED FOR SUBMITTAL 07/02/04 REVISED PER DC BCCO D8/31/04 REVISED PER DC 9000 01/14/10 REVISED PER DC BCCO 01/07/11: REVISED PER OC SCCO. 01/17/12 tIAPLEO 75" 0.082" 0.50„ 62` FOR PHFH SELF—ORILUNSCREW 24 GA TOP CAP @ TOP & BOTTOM CHANNEL L-FULL DOOR WIDTH 14 GAGE MMeMw1eM 7 �/��,f Gordon, igMpa Dgte,' 3789 8fo aom'Court.. ' Mason, 49040 ; • •' , Florlda I RAwus �InTgersoll Rand STEELCRAFT Sec rlty Teohnofoples 90 7 BLUE ASHWAD 004CINNATI, OH 45242 "�- b ANU PR HHM" MELCRAFT N amme SMcIE FLUSH cUTSWRO fXIYmtuL STEEL DWR w MORTISE Leafs CORNER DETAILS AND WEATHERSTRIPPING ATTACHMENT FOR FLUSH FRAMIE•AND MU FRAMES YMF DA19 own/01 > w- FLAT owe No. 776W-2 G NTS I AurocaD SHT 7 OF 8 3.91— {--13,9--I--13.9 —{--- SEE NOTE 1 3.91 L W PART L SLUM — — — — — — — — RIGID SECTION 35.625 EE NOTE 2. MAX, 0.75 — — — — — — — --- FLEXIBLE 1,25 SECTION SEE NOTE 3. FAS-SEAL DOOR SWEEP 14 BUMPER -\ 0.13 rl 5,00 Owl ZERO INT'L 566 SERIES THRESHOLD tt-s WITH NEOPRENE BUMPER SEAL 0.50 0.25 r 5,00 � PEMKO 2005 SERIES THRESHOLD ttz WITH SILICONE, VINYL OR PILE SEAL BUMPER 0,251 1----�---- 5.00 NATIONAL GUARD 950 SERIES THRESHOLD tt-� WITH SILICONE, VINYL OR NEOPRENE BUMPER DESCRIPTION RROVAL.DWG ED FOR SUBM BCCO REVISED PER DC BCCO 1 01/17/12 / \ /AODucT MUD FLEXIBLE w_.� f lRbAsPodk � 0.469' _Q 2 • hl / SEMI -RIGID 40.00• 0.016` T PS-074 SELF-ADHESIVE 1S WEATHERSTRIPPING NOTESi 1. SLOT LOCATIONS MAY VARY WITH DIFFERENT DOOR WIDTH, (MAX. 36') 2. DOOR SWEEP RIGID SECTION IS MADE OF PRO -FAX #PD-199 POLYPROPYLENE HOMOPOLYMER 3. DOOR SWEEP FLEXIBLE SECTION IS MADE OF SANTOPRENE #101-73 73 DUROMETER - SHORE A SCALE r, SiND RADIUS wingersoll Rand SL��IPT�oLnaaoro. sTEELCBRLAgFTp�}{ R .. - C1agN AUR t)H 46242 i PADimnaN Tar ■VSI[L zwr H mm SIN= Him DUiSYDAI cmim E Win OR w =7= ZRAWK DOOR ACCESSORIES YMF w BOTTOM SWEEP cHmu THRESHOLDS • f AND WEATHERSTRIPPING ThpD;ae Dote 7f9 f" to sgnr Court tasoao11E jawG 776 W-2 Florida #46718 NTSI AUTOCAD I I SHT 8 OF 8 G BUILDING SPECIFICATIONS The manufacturer is not responsible for the concrete foundation design. The structure under this contract has been designed and detailed for the loads and conditions stipulated in the contract and shown on these drawings. Any alterations to the structural system or removal of any component parts, or the addition of other construction materials or loads must be done under the advice and direction of a registered architect, civil or structural engineer. The manufacturer will assume no responsibility for any loads not indicated. This manufactured building is designed with the manufacturer's standard de' n practices which are based on pertinent procedures and recommendations :f" rka p of the following organizations and codes : AND It —American Institute of Steel Construction "Specification for the design�I fabrication and erection of structural steel for buildings 14th edition. i —American Iron and Steel Institute "Specification for the design of cold MAY formed steel structural members" 2007 edition. g —American Welding Society "Structural Welding Code" AWS D1.1s' —Metal Building Manufacturers Association "Specification for the design fabrication and erection of the structural system" most current edition. Material properties of steel plate and sheet used in fabrication of primary rigid frames and all primary structural framing members (other than cold —formed sections) conform to ASTM A-529 or A-572 all with a minimum yield point of 55 KSI. Material properties of cold formed light gage steel members conform to the requirements of ASTM A-653, with a minimum yield point of 55 KSI High strength bolts and their installation shall conform to ASTM specification A-325 and are designed as bearing type connections with threads included in the shear plane. All high strength bolts are to be installed to the "Snug —Tight" condition as defined by the RCSC Specification for Structural Joints Using A325 or A490 Bolts, 2004 Edtion, section 8.1, unless noted otherwise. Crane Building's Rigid Frame shall be installed in accordance with 'Turn —of —Nut Pretensioning" per section 8.2.1. Bolts in standard holes do not require washers per section 6. All primary structural members except bolts and fasteners shall receive one coat of Iron Oxide inhibitive primer. Shop and field inspections and associated fees are the responsibility of the contractor, unless stipulated otherwise. CONTRACTOR RESPONSIBILITIES The contractor must secure all required approvals and permits from th eST. LU(7W r appropriate agency as required. REVIEWED Approval of the manufacturer's drawings and calculations indicate that REVIEIA' the manufacturer has correctly interpreted and applied the requirements DATE of the contract drawings and specifications. (Sec. 4.2.1 AISC Code of PLANSA, Standard Practice, 9th edition.) OR NO INSP Where discrepancies exist between the manufacturer's structural steel plans and the plans for other trades, the structural steel plans shall govern. (Sec. 3.3 AISC Code of Standard Practice, 9th edition.) Design considerations of any materials in the structure which are not furnished by the manufacturer, are the responsibility of the contractor and engineers other than the manufacturers engineering, unless specifically indicated. The contractor is responsible for all erection of steel and associated work in compliance with the manufacturer's "For Construction" drawings. Temporary supports, such as guys, braces, flashwork or other elements required for the erection will be determined and furnished and installed by the erector. (Sec. 7.9.1 AISC Code of Standard Practice, 9th edition.) It is the contractors responsibility to apply or observe all pertinent safety rules and regulations, as per OSHA standards as applicable. The Contractor is responsible for the verification of all shipments received. Any "external" damage or shortages must be noted on all copies of the bill of lading and one copy is to be retained for your records. Failure to do so will make it impossible for the factory to honor any claim. NO EXCEPTIONS!!! JACU00""B INDUSTRIES J5. DESIGN LOADING DRAWING INDEX This structure is designed utilizing the loads indicated and applied by the : FBC 10 CS-1 Drawings Cover Sheet It is the contractor's responsibility to confirm that these loads CS-2W Fastener Schedule 1111%40, ixl wv �4 &S qui e�ments of the local building department. E1 Anchor Bolt Plan fd ' eRiAN;Vq R:R6 ® u Ural calculations and foundation reactions.) E2 Anchor Bolt Details & Reactions F19L01NSPECTORS THAT ���ESARYIN ORDENth E3 Rigid Frame Elevation ! ALL20i; i ICA FEoad b��d��� E4 E5 Rigid Frame Elevation Sidewall Framing $j�C�� LL Reduction Allowed Yes ❑ No �E78ER� ®RA4� Endwall Framing j 157 MPH Wind Load Exposure C "®���,� Roof Framing &Sheeting 2.2 PSF Dead Load (Metal Bldg. Weight — Purlins, Panels, EOc A �� Sidewall Sheeting 1.0 PSF Collateral Load (Ceilings, Sprinklers, Etc.) Endwall SheetingE10/E11 Detail Drawings II Risk Category E12 Detail & Trim Drawings 1041 STEEL BUILT CORPORATION 360 14TH STREET AMBRIDGE, PA FL Certificate Authorization No. 28855 Panel Approval -No. FL#3722.1, FL#3722.2 & FL#3985.1 ,} DSN: KL DWN: PO REV: -'� DET: JRB CHK: SDM REVISIONS mUS-F BE KEPT WILL BE MADE, Engineering Seal This certification covers parts manufactured and delivered by the manufacturer only, and excludes parts such as doors, windows, foundation design and erection of the building. ,��1t111111/��" �C....... . ��� ,Ni N 75227 � • r w Crr 'P : STATE OF !;0. .�0R1ID. r N 0N ;w; PROFESSIONAL ENGINEER NO. I DATE I KENNETH F. LEE LICENSE NO: 75227 200 BRADLEY ST. SCALE: MCKEES ROCKS, PA 15136 NOT TO SCALE These Drawings are for XConstruction ❑ Approval * ❑ Permit ❑ Anchor Bolts & Reactions ❑ Other : * Approval orders must be released for fabrication within thirty (30) calendar days after the submittal drawings are issued or they will be subject to any current price increases. Special attention should be given in approving dimensions and/or details. Please verify requested dimensions by indicating 'OK'. Building is manufactured by STEEL BUILT CORPORATION. STEEL BUILT CORPORATION is a fabricator approved by the following agencies. 1. QUASAR/CWB GROUP — CAN/CSA A660 Certificate # STEBUO 2. INTERNATIONAL ACCREDIA11ON SERVICE, INC. Fabricator Inspection Program FA — 446 DRAWINGS COVER SHEET CUSTOMER : CINTRON NORBERTO T- l: ; r ST s C i� l ► ■ Iz JACOB INDUSTRIES 400 ISLAND AVENUE MCKEES ROCKS, PA DATE: JOB NO: SHT. NO: 7/1/14 1 000524 1 CS-1 AS REQUIRED ON PANEL RIB ERECTION DRAWINGS ONE HALF PANEL INSIDE CLOSURE I ROOF PANEL (`^QJ�\ TAPE SEALANT — — — — — — — ENDWALL — — — — — — — iROOF LINE CLOSURE BLANKET EAVE STRUT INSULATION \ I EAVE TRIM (OPTIONAL) \ EAVE TRIM \ ` � PURLIN i DOUBLE INSULATION SIDED TAPE (OPTIONAL) C (BY OTHERS) p SEALANT DOUBLE SIDED TAPE /� i (BY OTHERS) OUTSIDE CLOSURE INSTALLATION OF EAVE STRUT WALL PANEL EAVE STRUT WALL PANEL THE FIRST ROOF PANEL SECTION AT EAVE (UNLESS NOTED ON DRAWINGS) FASTENER SCHEDULE INTERMEDIATE ©� PURLIN SAMPLE BUILDING' BELOW EAVE ROOF PANEL STRU 1, `AA INSULATION INTERMEDIATE PURLIN B —ROOF FASTENERS DIE FORMED RIDGE RIDGE CAP DIE FORMED RDGE PURLIN RAFTER SEE BUILDING ERECTION DRAWINGS FOR ACTUAL DIMENSION. EAVE STRUT INTERMEDIATE GIRT BASE ANGLE—/O GABLE END INTERMEDIA GIRT DETAIL: A DOOR HEADI D, -DOOR JAMB ,�LB' \_ SIDEWALL PANEL EAVE TRIM \— WINDOW JAMB WINDOW SILL EAVE ,i STRUT . O INTERMEDIATE GIRT EAVE STRUT RMEDIATE GIRT BASE TRIM (OPTIONAL) DOOR HEADER RAKE ANGLE P OUTSIDE CLOSURE FRAME OPENING TRIM BASE TRIM GABLE TRIM ol TRIM #14 SELF —TAPPING ROOF FASTENERS DETAIL: B #14 SELF —TAPPING ROOF FASTENERS DETAIL: C 15" O.C. AT SIDE LAP LL#l' O.C. AT SIDE LAP #12 SELF —DRILL ROOF FASTENERS 6" O.C. SELF —DRILL ROOF FASTENERS 6" O.C. ©STITCH FASTENER #14x7/8" 12" ON CENTER DATE: 10/21 /08 (A)FASTENER PATTERN ©,FASTENER PATTERN DWG NO: AT BASE ANGLE, EAVE STRUT, RIDGE CAP AT INTERMEDIATE PURLIN OR GIRT OR LINER PANEL & INTERMEDIATE PANEL LAPS 0 Dia= 1/2" 1 BACK SIDEWALL 5 B Dia= 3/4" 60'-0" OUT —TO —OUT OF STEEL 15'—C" 15'-0" 15'-0" 2'-0" 10'-0" D X—Bracing00t F F B WE O I o a3 a, 1 0 U O J W C C C w J Q O 3 - - - - ZO - - - - o -Z Ld 1 a I w LL- L% x O J H D � O 0 I -0- B C B M O � I I b r- D E E E B FA A X—Bracing A 13'-9" 1'-3" 15'-0" 15'-0" 15'-0" 15'-0" 1 2 3 4 5 FRONT SIDEWALL _ ANCHOR BOLT PLAN NOTE: All Base Plates 0 100'-0" (U.N.) JACOB INDUSTRIES r. 44ORdiRTO City: MCKEES ROCKS Statmox C . ORT ST. LUCIE I State: FL Deslgner. KL Date: 6/ 6/14 Drafter. PO Date: 6/ 6/14 Detaller. JRB Date: 7 1 14 Office: IT I Job No.: Checker. SDM Date: 7 t 14 Office: IT 000524 ANCHOR BOLT PLAN Sht. Et of 12 Eel See Plan DETAIL A Die= 3/4' 8 'poi, 3. r� F" EW 4" 3' 6' - SW See Plan DETAIL E Die= 1 /2" �y �o I I i0 �o4 I I >ffi 2 1/2' Ica l 0 2 1/2' L 2 3/4" L _j 2 3/4" EW _... u 8- See Plan DETAIL C Dia= 3/4' I I I 7 I r -T ISi II il� L__! 2 5/16 =i �-2 5/16" 1'-3- DETAIL D 4' 3' EW Sw See Plan DETAIL F LOAD CASES WIND_L1 = WIND LOAD FROM LEFT CASE 1 WND_R1 = WIND LOAD FROM RIGHT CASE 1 WND_LN1 = LONGITUDINAL WIND CASE 1 SEISMIC- = SEISMIC LOAD FROM LEFT SEISMIC_R = SEISMIC LOAD FROM RIGHT SEISMICLN = LONGITUDINAL SEIMIC LOAD F1UNB_Sl I = FRAME 1 UNBALANCED SNOW LEFT SIDE F1UNB_SLJR = FRAME 1 UNBALANCED SNOW RIGHT SIDE FiCRANE 1 = FRAME 1 CRANE LOAD IN POSITION 1 DRIFT = SNOW DRIFT LOAD SLIDE = SLIDE SNOW LOAD DTa= 1 3" r--j 2" O I io O I 2" L J 3'-4" DETAIL AT FIELD LOCATED FRAMED OPENING reactions are based on ying building data: (ft) Load Combinations ----------------- DL+cL+LL DL+CL+0.Sft DL+CL+0.75(0.6)WL+0.75LL 0.6DL+0.6WL = 30 4 / 14 2.0:12 / 2.0:12 2.200 = i 20.00 = 0 FBC 10 = C Closed IGENERAL NOTES I 1. FOUNDATION DESIGN AND CONSTRUCTION ARE NOT THE RESPONSIBILITY OF THE BUILDING MANUFACTURER. 2. THE BUILDING REAC11ON DATA REPORTS THE LOADS WHICH THIS BUILDING PLACES ON THE FOUNDATION. 3. THE SPECIFIED ANCHOR BOLT DIAMETER ASSUMES ASTM A307. ANCHOR BOLT MATERIAL OF EQUAL DIAMETER MEETING OR EXCEEDING THE STRENGTH REQUIREMENTS SET FORTH ON 'THESE DRAWINGS MAY BE UTILIZED AT THE DISCRETION OF THE FOUNDATION DESIGN ENGINEER. 4. ANCHOR BOLTS TO BE SUPPLIED BY OTHERS, ANCHOR BOLT EMBEDMENT LENGHT SHALL BE DETERMINED BY THE FOUNDATION ENGINEER. 5. ANCHOR BOLT PROJECTION ABOVE CONCRETE FINISHED SURFACE TO BE 3' UNLESS OTHERWSE _NOTED BY FOUNDATION DESIGNER. _ 6. ANCHOR BOLTS SHALL BE ACCURATELY SET TO A TOLERANCE OF +/- 1/8' IN ELEVATION AND LOCATION. 7. THE ANCHOR BOLT LOCATIONS PROVIDED BY THE METAL BUILDING MANUFACTURER MAY NOT SATISFY ANCHOR BOLT CONCRETE EDGE DISTANCE REQUIREMENTS DEPENDING ON THE DETAILS OF FOUNDATION DESIGN. IT IS THE RESPONSIBUTY OF THE FOUNDATION DESIGN ENGINEER TO MAKE SURE THAT SUFFICIENT CONCRETE EDGE DISTANCE IS PROVIDED IN THE FOUNDATION DESIGN. B. MINOR FIELD WORK OF STRUCTURAL, SECONDARY AND PANEL/TRIM ITEMS MAY BE NECESSARY TO ENSURE PROPER FIT. SUCH WORK IS CONSIDERED A NORMAL PART OF METAL BUILDING ERECTION. WE WALL NOT HONOR BACKCHARGES FOR MINOR FIELD WORK. 9. THIS DRAWING IS NOT TO SCALE BUILDING BRACING REACTIONS -Wall -Cal f Reactions (k ) -Wind - -Seismic - P d ea �lb]ft Loa Line Una Harz Vert Harz Vert Wind Sale L.EW 1 Rigid Frame At Endwall 3.4 3.5 FSW A RSW 5 4.3 0.1 0.1 B,C 2.1 3.1 0.0 0.0 8-SW D 4.3 4.3 3.5 0.1 0.1 1 2344 (� T- COLUMN LINE RIGID FRAME: ANCHOR BOLTS as BASE PLATES Frm Cal Anc.Sdt Base -Plate (in ) Gr t Line Line Qty OTa Width Length Thick (11.) 1 0 4 0.750 5.500 10.00 0.375 0.0 1 A 4 0.750 5.500 10.00 0.375 0.0 RIGID FRAME: ANCHOR BOLTS & BASE PLATES Frm Col Anc.-Bolt Base -Plate (in) t Line Line Qty Dia Width Length Thick (in 2i D 4 0.750 5.500 10.00 0.375 0.0 2* A 4 0.750 5.500 10.00 0.375 0.0 2* Frame lines: 2 3 4 RIGID FRAME: BASIC COLUMN REACTIONS (k ) Frame Column _-----Dead-----Collateral- -----Live ------ Wind-Laftl- -Wind=Ri t1---Windleft2- Une Line Hodz Vert Hartz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 1 D 0.1 0.5 0.0 0.1 0.6 2.4 -3.6 -6.8 1.4 -3.3 -4.0 -4.8 1 A -0.1 0.5 0.0 0.1 -0.6 2.4 -1.4 -3.3 3.6 -6.9 -1.0 -1.3 2* D 0.2 0.8 0.1 0.2 0.9 3.4 -4.7 -9.8 2.2 -5.0 -5.5 -6.1 2+ A -0.2 0.8 -0.1 00.2 -0.9 -2.2 -5.0 4.7 -9.8 -1.4 -1.3 oo33.4 Frame Column -Wind-Right2 --V nd Voertl--Vfind Vert 2 -Seismic-Left Seismic-Right is tic -Right -Seismic Lng Line 1 Una Horiz D 1.0 VertHoriz -1.3 0.7 -4.3 0.4 -3.6 0.0 0.0 0.0 0.0 0.0 0.0 1 A 4.0 -4.8 -0.4 -3.6 -0.7 -4,3 0.0 0.0 0.0 0.0 0.0 0.0 2* D 1.4 -1.3 1.4 -11.4 0.9 -10.2 0.0 0.0 0.0 0.0 0.0 -0.2 2+ A 5.5 -6.1 -0.9 -10.2 -1.4 -11.4 0.0 0.0 0.0 0.0 0.0 -0.2 2* Frame lines: 2 3 4 ENDWALL COLUMN: BASIC COLUMN REACTIONS (k ) Wind Wind Frm Cal Dead Collot Uve Wind-Leftt Wind-Rightl Wind-Left2 Wfnd-Riaht2 Press Suct Una Una Vert Vert Vert Hors Vert Harz Wert Harz Vert Harz Vert Harz Harz 1 C 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -3.0 3.3 1 8 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -3.0 3.3 5 A 0.1 0.0 0.6 0.0 -1.4 0.0 -1.2 0.0 -1.4 0.0 -1.2 -1.4 1.6 5 8 0.3 0.1 1.7 2.1 -7.4 0.0 0.6 2.1 -7.4 0.0 0.6 -2.8 3.0 5 C 0.3 0.1 1.7 0.0 0.6 2.1 -7.4 0.0 0.6 2.1 -7.4 -2.8 3.0 5 D 0.1 0.0 0.6 0.0 -1.2 0.0 -1.4 0.0 -1.2 0.0 -1.4 -1.4 1.6 Frm Col Wind-Longl Wind_Long2 Selo_Left Sels_Rl ht Una Una Harz Vert Harz Vert Harz Vert Horz Vert t C 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5 A 0.0 -1.3 0.0 -0.8 0.0 0.0 0.0 0.0 5 8 0.0 -2.8 0.3 -2.6 0.1 -0.1 0.0 0.1 5 C 0.3 -2.6 0.0 -2.8 0.0 0.1 0.1 -0.1 5 D 0.0 -0.8 0.0 -1.3 0.0 0.0 0.0 0.0 ENDWALL COLUMN: ANCHOR BOLTS & BASE PLATES Firm Col Anc.Solt BaoeSlate (in) Grout Line Line Qty DIG Width Length Thick (in) 1 C 2 0.750 3.000 6.000 0.188 0.0 1 B 2 0.750 3.000 6.000 0.188 0.0 5 A 2 0.750 3.000 6.000 0.188 0.0 5 B 2 0.750 3.000 6.000 0.188 0.0 5 C 2 0.750 3.000 6.000 0.188 0.0 5 D 2 0.750 3.000 6.000 0.188 0.0 JACOB INDUSTRIES CGSto61&'3%iRTRdWNbR_bE§TO w City: MCKEES ROCKS State: PA City: PORT ST. LUCIE I State: FL Designer. KL Date: 6/ 6/14 Drafter. PO Date: 6/ 6/14 Detalter. JRB Date: 7 1 14 Office: IT Job No.: Checker. SDM Date: 7 1 14 Office: IT 000524 ANCHOR BOLT DETAILS & REACTIONS Sht. E2 of 12 SPLICE BOLT TABLE MEMBER SIZE TABLE Oty Mark op Bot Int Type Dia Length MARK MEMBER LENGTH SP-1 8 8 0 A325T 0.500 2.00 RF1-1 10X55D12 12'-10 5/8° RF1-2 8X55D7 4 15'-1 " SP-2 10 10 0 A325T 0.500 2.00 FLANGE BRACES: Both Sides(U.N.) CONNECTION PLATES FBBxxBL2):2X�� Iength(in), (1)=one side FRAME LINE 1 X RC ❑ID MARK PART 1 SCL-1 2 SCL-2 „ 7 7 3 CLCO03 15'-2 15 —2" 4 CLC100 41 2„P5 CLC101 e lain 4 1 2" 26 p13R, Golvolum „ 6 CLC107 Ga. 4®3'-6 5 $ 40X-65 8" FB198(1) FB198(1) 12 Fg198(1) �� — 0 0 — — FBl9B(1) 2"� F819130) 0 — �e e—, — — F8198(1) 122° — — � — — F8198(1) 04 0 I ° © o — — ° RF1-2 (n RF7-2 — — I 0 0 e� 0 0 0 0 mr- e0. a l l V) (n I l ►� M I o o e of l L1J m v N m� am __ I N m OO ° ° cU �+ ° ° O to I ND �I M¢ r-I ® N I �i tn c� ja I¢ l I M N UJ J l �" l m I I N 04 ® ® lam l U- I ® ® I ® cs ®° I .31m 8" 110-1 271-01' CLEAR + — 30'-0° OUT —TO —OUT OF STEEL RIGID FRAME ELEVATION: FRAME LINE 1 A JACOB INDUSTRIES Customer. CINTRON NORBERTO GENERAL NOTES: City: MCKEES ROCKS State: PA City:PORT ST. LUCIE I State: FL MINOR FIELD WORK OF STRUCTURAL, SECONDARY Designer. KL Date: 6/ 6/14 Drafter. PO Date: 6/ 6/14 AND PANEL/TRIM ITEMS MAY BE NECESSARY TO Detailer. JRB Date: 7 1 14 Office: IT Job No.., ENSURE PROPER FIT. SUCH WORK IS CONSIDERED Checker: SDM I Date: 7 1 14 Office: IT 000524 A NORMAL PART OF METAL BUILDING ERECTION. WE WILL NOT HONOR BACKCHARGES FOR MINOR RIGID FRAME ELEVATION Sht. ES of 12 FIELD WORK. LANGE BRACES: Both Sides(U.N.) FBxxB(1)' xx=length(in), (1)=one side B — L2X2X1/8 Q2" 12 /2„ Ga RC A'. I, 4 A"l 110" 1 27'-0" 1 10" 1 1 S" JV-V VUI-IU-UUI Vr JIttL RIGID FRAME ELEVATION: FRAME LINE 2 3 4 RF1-1 GIRT LAPS RF2-3 RF2-3 SIDEWALL FRAMING: FRAME LINE A EC-2 RF2-1 10'-0" �I 2,-0" GIRT LAPS GENERAL NOTES: MINOR FIELD WORK OF STRUCTURAL, SECONDARY AND PANEL/TRIM ITEMS MAY BE NECESSARY TO ENSURE PROPER FIT. SUCH WORK IS CONSIDERED A NORMAL PART OF METAL BUILDING ERECTION. WE WILL NOT HONOR BACKCHARGES FOR MINOR FIELD WORK. RF2-3 t'—o.f_ . t —o EC-2 DH-2 8x275C16 9'-11 1/2" E-1 6x3OE16 14'-11 1 /4" E-2 6x30E16 14'-11 1/2" E-3 6x30E16 14'-11 1 /4 E-4 6x3OE16 14'-11 1/4" E-5 6x3OE16 14'-11 1/4 G-6 8x25Z16 15'-11. 1/2" G-7 8x25Z16 15'-3' G-8 8x25Z16 17'-0" G-9 8x25Z16 15'-11, 1/2" G-10 8x25Z16 15'-3' G-11 8x25Z16 2'-7" G-12 8x25Z16 1'-11" G-13 8x25Z16 17'-7 1 2" G-14 8x25Z16 15-11 /2" G-15 18x25Z16 1 15'-3" 2 SA 3 CL020 4 CL002 5 CL213 6 CL212 7 CL025 RF2-1 RF2-1 RF1-1 sm COP 19 FIL- E SIDEWALL FRAMING: FRAME LINE D JACOB INDUSTRIES Customer. CINTRON NORBERTO City: MCKEES ROCKS State: PA City: PORT ST. LUCIE I State: FL Designer. KL Date: 6/ 6/14 Drafter. PO Date: 6/ 6/14 Detailer: JRB Date: 7 i 14 Office: IT Job No.: Checker. SDM I Date: 7 1 14 Office: IT 000524 SIDEWALL FRAMING Sht. E5 of 12 30'-0" OUT— I SA I xs x6S -DH-2 I I I i G-2 G-2 III III �I I G-2 o G-1 I 1 I C-4 G-1 G-1 III III —SA — — +--I EC-1 EC-1 ENDWALL FRAMING: FRAME LINE 1 E GENERAL NOTES: MINOR FIELD WORK OF STRUCTURAL, SECONDARY AND PANEL/TRIM ITEMS MAY BE NECESSARY TO ENSURE PROPER FIT. SUCH WORK IS CONSIDERED A NORMAL PART OF METAL BUILDING ERECTION. WE WILL NOT HONOR BACKCHARGES FOR MINOR FIELD WORK. 2"� Q2" n 4 SA L W n r� Fa 'ra m Q •' m C! �i raj raj (c7 �1 C! EC-2 EC-3 EC-3 ENDWALL FRAMING: FRAME LINE 5 GIRT ® 7'-6" LC066� _C067 X4 '-�CLC06 CLC06 WDH- 3'-9" GIRT N ^ 3'-9" GIRT LC066-� i -CLCO6 LC072 � CLC07 3'-4" FIELD 3070 WALKDOOR FRAMED OPENING DETAIL (6" GIRTS) (1 REQUIRED) J EC-2 b ER-1/ER-2 4 A325T 1/2.. 2" Columns/Raf 12 A325T 1 /2" 2" Columns/Raf 6 A325T 1 /2" 2" Columns/Base 4 A325T 1 /2" 2" 2"� EC-2 8x275C16 EC-3 8x275C13 ER-1 8x275C16 ER-2 8x275C16 WDJ-1 6x25C16 WDH-1 6x25C16 DH-2 8x275C16 G-1 6x25Z18 G-2 6x25Z14 G-3 6x25Z18 G-4 6x25Z18 G-5 6x25Z14 12'-10 1%8" 14'-4 13/16" 15'-1" 15'-1" 7'-1 1 /2" 3'-3 1 /2„ 9'-7" /2n 9'-7" 8'-7,. 9'-11" 9'-11" 1 AD--7n 2 CL020 3 CLC062 4 CL050 5 CLO89 6 CLO81 7 CLO83 8 CL122 9 CL025 10 SCL-5 L e hS, g. 01 R E U. y JACOB INDUSTRIES Customer. CINTRON NORBERTO City: MCKEES ROCKS State: PA City: PORT ST. LUCIE I State: FL Designer. KL Date: 6/ 6/14 Drafter. PO Date: 6/ 6/14 Detailer. JRB Date: 7 1 14 Office: IT Job No.: Checker. SDM Date: 7 1 14 Office: IT 000524 ENDWALL FRAMING Sht. E6 of 12 W U O LL I D In N Of 60'-0" OUT —TO —OUT OF STEEL 2 3 4 15'-0" 15'-0" 15'-0" . Ss T :- oc-1 I n Q2 PFi-1 C-7 RF9-1 F-d I P —1T I I P-2 T I I P-2 TZ— I RF2-2 I/ I I I C119 I I I P-3 T — RF1I � I I RF2-2 I RF2-2 I ER-2 I I I I I I I I I I I I I P-2 Typ I I I RF2-2 I I as I I I P-5 Typ I I RF2-2 I ER-1 I P-4 Typ I I I P-2 Typ I I I RF1-2 I I I RF2-2 I I I KY1-1 t-1 KhL—J t—L mrc-0 c—c PURLIN 11-0° 1'-0' LAP — i -0' — -O. ROOF FRAMING PLAN r"r c-.,-a TR340(TYP) 11 O n O U J U m RC R (20) ROOF SHEETING PANELS: 26 Ga. PBR Galvalume/Plain {,# . z, t: Ile f TR100 cl .r I E s O s O O s O I O I O I x O I O I x O I e O I x O I s O I O I s O I s O I s O I s O I s O I x O I s O I I I I T1 (4) TRO01 0 15'-4" SIDEWALL SHEETING & TRIM: FRAME LINE A PANELS: 26 Go. PBR — Sahara Tan TR100 El TR100 TR067 TR100 ❑ I ❑ It I 1 I E t= TR042 TR041 I E ! O � C O I ! O I C O I C O I G O I ! O I ! O I ! O I C O I ! O I C O I C O I 110 O I C O I ! O I C O I I I I co co m of ce I Trim_1 I I I T, 0 TRO01 0 X-2" (3) TR001 0 16'-0" SIDEWALL SHEETING & TRIM: FRAME LINE D PANELS: 26 Ga. PBR — Sahara Tan DECAL TR101 -080 �'0 TR700 @ 3'-10" TR041 @ 3'-7" v L, I C? E `� L @)� I I N0 a� oo ^o I I o0 00 I I I I------- TR001 ® 10'-2" TR001 ® 10'-2" ENDWALL SHEETING & TRIM: FRAME LINE 1 PANELS: 26 Ga. PBR — Sahara Tan DECAL TR101 L J z— TROSO 714080 r I I io io lit r Ln tn Ln (2) TR001 ® 15— 3 1/2" ENDWALL SHEETING & TRIM: FRAME LINE 5 PANELS: 26 Ga. PBR — Sahara Tan T n—jl II TRIM DETAIL LAYOUT FOR 3'x7' WALKDOOR (1 REQ'D) (2) #12 X 1 1/4" 101/2" S.D.S. Pl1RLIN SIDEWALL GIRT PURUN I CLC070(SEE ROOF 2" �q- / SA - - - - _ - FRAMING PLAN CLC070 rO O� FOR LOCATIONS IF REQUIRED) Y 1170 X 1 1/4" A307 BOLTS CLC062 (S ROOF FRAMING 112"0 X 1 114" I 1IZ'0 X 1 1/4" (TYP.)N•N.) ENDWALL COLUMN 11210 X 1 1/4° I PLAN FOR I A307 BOLTS A307 BOLTS 2, CLC062 A307 BOLTS L LOCATIONS (TYP.)(U.N.) O I mP')N'N') CLC062 8" EW GIRT (TYP.)(U.N.) 1/4" , CLC062 W/4" OR 6" REQUIRED) I - - _ ` (2)112"O X 1 6" EW GIRT A307 FlNNECK ENDWALL GIRT I� O O BOLTS la- ENDWALL RAFTER 4" O O -' O O O O O O O O O O O __ � O O � JX 0 0 O W/8""GIRT O OIs. O O O O O O O CLO89 O O I I I CL081 (N.S.) FLANGE BRACE CL069 O O O O O O - O O O O O CLO83 (F.S.) SEE ENDWALL FRAMING __ _ ____ ELEVATIONS FOR O SIZE AND LOCATIONS I (12) 112'0 X 2' ENDWALL GIRT O O 110 (12) 112"O X Z" ENDWALL RAFTER A325T BOLTS ENDWALL GIRT ENDWALL GIRT CORNER COLUMN A325T BOLTS II 0111 CLO83 CL081 ENDWALL COLUMN 1/2"0 X 1 1/4" A307 BOLTS ENDWALL COLUMN (BEYOND) I (SINGLE CEE, DOUBLE CEE) CLO50 (TYP.)(U.N.) ENDWALL COLUMN ENDWALL GIRT 7, (SINGLE CEE, DOUBLE CEE) Al PURLIN TO ENDWALL RAFTER B1 ENDWALL COLUMN TO ENDWALL RAFTER C1 ENDWALL COLUMN GIRT CONNECTION C2 ENDWALL COLUMN TO GIRT CONNECTION D1 CORNER COLUMN GIRT CONNECTION SEE ROOF PLAN SEE ROOF PLAN 112"0 X 1 114" PURLIN A307 BOLTS ENDWALL COLUMN CL001 ENDWALL COLUMN CL0D1 JAMB CLCO72 (TYP.)(U.N.)DOOR 112"0 x 1 1 /4" I A307 BOLTS (2) 314"0 CLC070 (SEE I (TYP.) (U.N.) I I ANCHOR BOLTS (2) 314"O (2) 11Z'0 ROOF FRAMING PLAN FOR ANCHOR BOLTS ANCHOR BOLTS LOCATIONS IF REQUIRED) 2' O I O O (4) 112'0 x 2" 2 1/2" 2 1/2' (4) 112'O x 1 114" 2' (2) 117'0 X 1 114" ' O 1 A325T BOLTS _-___I - r A307 FIN NECK BOLTS - A307 FIN NECK BOLTS 0 O O O 2 314" 2 3/4" AT WALKDOORS AND ' I 4- OVERHEAD DOORS O PURLIN FLANGE =+� CL122 Y BRACE (IF REQ'D.) ENDWALL RAFTER (SINGLE CEE) MAIN FRAME SPACER RAFTER (4)1 -OX 2" A325T BOLTS 1/Z' x 2" A325T BOLT 8 NUT W/ WASHER E1 ENDWALL COLUMN BASE SECTION O ENDWALL COLUMN BASE SECTION E6 DOOR JAMB BASE SECTION F4 ENDWALL RAFTER PEAK CONNECTION eL FLANGE BRACE AT PURLIN LAP 1/2" 0 x 2" A325T SPACER PURLIN BOLT 8 NUT W/ WASHER �P•) CLC070 FLANGE BRACE OF REQ'D.) (IF REQ'D. (SEE ROOF EAVE STRUT MAIN FRAME SEE RIGID FRAME FRAMING PLAN COLUMN ELEVATION(S) FOR LOCATION SIDEWALL GIRT(S) EAVE STRUT FOR LOCATIONS) (QUANTITY OF GIRTS VARY) GIRT (2)#12 x 1 1/4" S.D.S. (TYP.)(U.N.) 4e(FIELDCUTAND PURUN (TYP.) O O SAG ANGLE TR340 - - - - - - - 1 1 /2"0 X 1 1 /4" U2' 0 X 1 114" A307 BOLTS SEND AS REQ'D.): (2)#12 x 1 1/4" S.D.S. (TYP.) (U.N.) RIGID FRAME RAFTER/ (TYP.)(U.N.) NOTE: A307. SO ENDWALL RAFTER (SHAPE MAY VARY) SAG ANGLE TR340IF REQ'D LAPPING MAY BE REQUIRED FOR PROPER (TYP.) (SEE ROOF FRAMING INSTALLATION OF TR340. EACH LAP MUST PLAN FOR LOCATION) OCCUR AT A PURLIN LOCATION. ANY CUTS a WLL BE MADE IN THE FIELD AS THE TR340 F G6 PURLIN CLIP DETAIL GS SIDEWALL GIRT SAG ANGLE 10 PURLIN BRIDGING AND SAG ANGLE IS SUPPLIED IN 20'-0" PIECES. hl1 FLANGE BRAC BRACIRI�; L'AFLANGE PP EAVE STRUT NOTE FIELD LOCATE AND DRILL 9116"0 HOLES AND FIELD CUT 16S (2) #12 X 1 1/4" S.D.S. (1) 112"0 X 2" (2) #12 X 1 1/4" S.D.S. SA GIRT AS REQUIRED AT FIELD LOCATED OPENINGS. EAVE STRUT--.,,.,A325T BOLTS — EAVE STRUT 112"0 X 1 114" — — — — — — ENDWALL EAVE STIR 1 J 7 A307 BOLTS RAFTER (TYP.) GAP (TVP.)(U.N.) (1) ` I — — — A325T A325T BOLTS _ 1� (T'/P.)(U.N.) CLCO6fi — — — I O — — — —' — — 1/2" 1n" ENDWALL A307 FlNNECK RAFTER 0 — — — — — — — — — BOLTS — — — — 4" O I _ O CL089 — — — DOORJAMB CLO89 CLO81 (F.S.) (12) to"0 X 7 I CLO83 (N.S.) A325T BOLTS _ O — O I CLO83 CL081 CLC120 WITH ENDWALL RIGID — — — — — (12) 1/Y'0 X 2" A325T BOLTS I SEE ANCHOR CORNER COLUMN BOLT PLAN (6) in"0 X 2" A325T BOLTS MAIN FRAME RAFTER Z� ,,,,,, (Lj 0 CEE, DOUBLE RAFTER 1''3" yi yl CORNER COLUMN (SINGLE FOR DIMENSION GIRT (SINGLE CEE, DOUBLE CEE) CEE) (2)112"0 x 2" 25T BOLTS ■ I� 16 CORNER COLUMN TO ENDWALL RAFTER I6S CORNER COLUMN TO ENDWALL RAFTER J22 EAVE STRUT TO MAIN FRAME J24 EAVE STRUT TO ENDWALL RIGID FRAME 22 GIRT TO DOORJAMB SPACER NOTE: FIELD LOCATE AND DRILL 91190 HOLES AND FIELD CUT FLANGE BRACE GIRT AS REQUIRED AT FIELD LOCATED OPENINGS. RIGID FRAME 1 n" 0 x 2" A325T SPACER COLUMN 1 n"0 x 1 1 /4" BOLT & NUT W/ WASHER FLANGE BRACEA307 112"0 X 1 1!4" A307 BOLTS (IF REQ'D. (2) 1n"0 X 1 1/4" BOLTS (TYP.)(U N.) SEE RIGID FRAME A307 FlNNECK 8"GIRT (TYP (TYP.)(U.N.) I CL025 CABLE ELEVATION(S) BOLTS HILLSIDE FOR LOCATIONS) CL020 WASHER 1n"0 x 1 114" RAL STRAND GRIP A307 BOLTSFLAT O (2) 1n"0 X 1 114" WASHER (TYP.) (U.N.) O A307 FlNNECK 1/4° EYEBOLT I I _ _ — — — — BOLTS DOOR HEADER — O GAP ..} — — — — O 0 DOORJAMB - I NUT 1 I (2)1n"O x 1 1/4" ENDWALL COLUMN/ A307 FIN NECK SLOT IN WEB TO INSERT I — I DOORJAMB BOLTS HILLSIDE WASHER I CL020 I — O AND EYEBOLT 1n"0 x 1 114" I — — — — — GIRT DOORJAMB A307 BOLTS I I (TYP.) (U.N.) I LGIRT 1011/16" 1011116" I M1 HEADER TO ENDWALL COLUMN & DOOR JAMB Q2 DIAGONAL CABLE BRACE CONNECTION X1 2x2 SIDEWALL GIRT CONNECTION FLANGE BRACE AT GIRT LAP X3 GIRT TO DOOR JAMB 2" 4" Z. 1'-3" 101n" X6S PURLIN FIELD LOCATE 8 DRILL x 1 1/4" PURLIN S?D 7' 9116"0 HOLES AS REQ'0 8"SIDEWALLGIRT S.D.S. oc — — — FIELD CUT HEADER AROUNOGIRT X4S FIELD LOCATE & DRILL I I I I I (2) 1n"0 X Z' y T-6" GIRT 1IT'0 x 1 1!4" 9116"0 HOLES AS REQ'D A325T BOLTS SA 1 n"0 X 1 114" A307 BOLTS (TYP) (U.N.) GIRT I I I I I CORNER A307 BOLTS r COLUMN I I I 1/2 _ --- --- SPACER — CLCO67 FIELD COPE HEADER I I _ FLANGE (AS REQ'D) 1/2"0 x 2" CLC087 112"0 x 1 114" O CLC068 L I I I A325T BOLTS — — A307 BOLTS — WALKDOOR HEADER l (TYP.)N.N.) I ENDWALL (4) 1WO x 1 1/4" in — — — — = RIGID FRAME DOOR HEADER I I A307 FlNNECK BOLTS I y b FIELD CUT GIRT FLANGE BRACE SEE ENDWALL (4)1n"0 x 1 1/4" CLCO66 WALKDOOR JAMB V ASREQ'D N ELEVATIONS FOR O O o o SIZE AND LOCATIONS(6) RIGIDA325T 1!2"0 X 2"BOLTS A307 FIN NECK DOOR h—Al O II o a ENDWALL BOLTS FRAME RAFTER JAMB `SCL-5 -- — — — — — N.7 1/2"OX1114" ENDWALL 1l7' A SCL-5 W/ x 7' W/(6) A307 BOLTS GIRT 5 BOLTS GIRT DEPTH A325T BOLTS � ENDWALL COLUMN (n P•)N.N.) ENDWALL COLUMN X4 DOOR JAMB & HEADER TO WALL GIRT X4S DOOR JAMB & HEADER TO WALL GIRT X5 CORNER COLUMN GIRT CONNECTION X6 ENDWALL COLUMN TO ENDWALL RAFTER 6S ENDWALL COLUMN TO ENDWALL RAFTER (3) #12 X 1 1/4" S.D.S. EACH END OF SA EAVE STRUT CL212 (RIGHT JAMB) CL213 (LEFT JAMB) e I 1 1- JAMB SUPPORT ANGLE SA (FIELD MODIFY TO FIT) 112"0 X 1 1 /4" A307 BOLTS OYP.)(U.N.) DOORJAMB 7X7 DOOR JAMB TO EAVE STRUT INSIDE CLOSURE W/ #12 x 1 114" RS8750 OR R3200D S.D.S. @ TOP OF CLOSURE (SEE SHIPPING LIST) ROOF PANEL TRO67 012 x 1 114" #14 x 7/8" S.D.S. S.D.S. (1'-0" O.C.) . OUTSIDE CLOSURE EAVE STRUT DOORJAMB (2) 1/2"0 - ANCHOR BOLTS PURLIN (BY OTHERS) 210 — 2 3/4" L WALL PANEL BASE ANGLE 012 X 1 1/4" S.D.S. FOUNDATION INSIDE CLOSURE (BY OTHERS) (2) 112-0 X 1 1/4" A307 FIN NECK BOLTS I d ; TR001 �• d,• BY OTHERS, MUST BE ADEQUATE BASE NOTCH DETAIL TO SAFELY RESIST THE LOADS 1/2" IN THE REACTION REPORT 1 (IF APPLICABLE) #12 X 1 1W S.D.S. (1'-a. O.C.) DOORJAMB TR700 @ 6" JAMB TR042 @ 8" JAMB WALL PANEL TRO43 @ 10" JAMB (IF REO'D) TRIM TRO40 #12 X 1 1/4" S.D.S. HEADER WALL PANEL #12 X 1 1/4" #12 x 1 1/4" S.D.S. S.D.S. (1'-0" O.C.) W//— INSIDE CLOSURE TR700 @ 6"HEADER TRO42 @ 8" HEADER TRIM TRO41 TRO43 @ 10" HEADER (IF REO'D) X8 DOOR JAMB BASE SECTION I T1 BASE TRIM SECTION I Trim_1 DOOR JAMB TRIM Trim 2 I HEADER TRIM #12X1 WV'S.D.S. RAKE ANGLE —� TRIMTRO80 OUTSIDE CLOSURE - #14 X 7/8" S.D.S. (1'-0" O.C.) #14 X 718" S.D.S. (1'-0" O.0) RS100 ROOF PANEL — #12 X 1 1/4" S.D.S. PANEL R067 WALL PANEL •-' WALL PANEL EPANELLL SPANEL PANEL LL SIDEWALL TR020 Trim 14 EAVE TRIM SECTION Trim _ 35 RAKE TRIM SECTION Trim_39 CORNER TRIM SECTION BUILDING CORNER DETAIL CONNECTION 0 0p PLATE O O O O p O O p p O O p DOUBLE C CONNECTION 0 0 p 0 RAFTER PLATE DOUBLE C RAFTERS DOUBLE C COLUMN SEE RIGID FRAME DRAWING FOR BOLT SEE RIGID FRAME DRAWING TYPE AND SIZE FOR BOLT TYPE AND SIZE 3 COLUMN TO RAFTER SPLICE 18 RAFTER PEAK CONNECTION PEAK DETAIL t