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Home My WebLink AboutGolden Corral - 0811-0084DATE FILED (D O j/. (//O/rIW PLAN REVIEW FEE: �� RECEIPT NO.: PERMIT NUMBER: 01 COW CONCURRENCY FEE: L RECEIPT NO.: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED St. Lucie Count Building and Zoning Y g g 2300 Virginia Avenue '�OR14p Ft. Pierce, FL 34982-5652 772-462-1553 /10 APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLI NCI ti�(I aJ PROJECT INFORMATION LOCATION/SITE ADDRESS: VP75�f 2. PROJECT NAME:�rCyGE�9�J SITE PLAN NAME: 3. PROPERTY TAX ID #: JZ74-, sip l Sdd -ie� 4. LEGAL DESCRIPTION (attach extra sheets if necessary): -C C---z 0 7 .944 'f4- 7J� "4 E o.� ��/ �o �o r¢�% vs/ :�✓moo 5. PLAT BOOK 6. PAGE NO. 7. BLOCK NO. 8. LOT NO. �•S 9. PARCEL SIZE (ACRES/SQ FT.):�4 LOT DIMENSIONS:�XS7� 10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: CO•eQs9-�. '- /t/�7��0.✓S�-.'-�[/c'rl�� /% g%� ��= Ol ��l:Ll f1�'�' 11. SETBACKS (ACTUAL) FRONT: ZS� BACK: RIGHT SIDE: LEFT SIDE: 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) [ ] . NEW CONSTRUCTION [ ] EXPANSION/ADDITION [I INTERIOR RENOVATION [ ] RESIDENTIAL Jj COMMERCIAL [ ] INDUSTRIAL [ ] OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: 14. SQ. FT OF CONSTRUCTION: _ �� j �15. SF. FT 1st FLOOR: 16. VALUE OF CONSTRUCTION: $ �-� `� ao �� I .;b v -�)J 30b' 11 The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.- 001-02 OWNER INFORMATION NAME: ADDRESS: gls� �-�•�� S�G�2L%�/L D2. OlL'[�I�✓/gyp %L �Z� �o CITY: �2G�/�O STATE: /'L ZIP: PHONE (DAYTIME): �3Z - Email: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): L—) CONTRACTOR INFORMATION ST. of FL REG.CERT #: Cf3� ©S"¢SG ST. LUCIE COUNTY CERT #: �� BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: GOf✓liv/o�y STATE: /—L ZIP: % 4vPHONE (DAYTIME): 21 Email: ARCHIT/ENGINEER: ADDRESS: ��OS /✓�v�7�/D/A✓ /�i�2l�W�iT CITY: pi//��STATE: �� ZIP: 27%/ PHONE (DAYTIME): j1 ` �7 BONDING COMPANY: ADDRESS: CITY: STATE: ZIP: MORTGAGE LENDER: - ADDRESS: CITY: 2 STATE: ZIP: LVIPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will. be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may'be�required fbr ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS; -FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize ,the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict••or,prohibit such structure. Please consult with your Homeowner's Association and review your deed:for. any .'restrictions which may apply. J - _ The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT, TITLE AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW,NOTICE TO THE PERSON WHOSE PROPERTY IS' SUBJECT ----------------- - TO ATTACHMENT'. ------------------------- OWNER'S AFFIDAVIT: I certi a oregor nformation'is'accufate and that all work will be done in compliance all applic0ble laws re ting construction and zoning. L r OWNER OR`C_O _ a GNATURE =0 ° � , 1WTtQR SI N STATE OF FLORIDat STATE OF FLORIDA COUNTY OF COUNTY OF _ N - The foregoing instrument before The foregoing instrument was acknowledged before �asacknowledged this day me this T day of200.9 me . of by �� %� /� 0 /D 1 by who ispersonallyknown or has produced who is personally known or has produced 30 Y ! �� • Lt-e_, as�t�catio b�©• �// `O as identification. s 4Siatureggof N t Signature ofMary Commis „,, ; Co r ,p 0. RL'�` tiHMPHRI ) ,� ry'.1 UMPHR ��; = MY GOMMISS!ON # DD 633047� MY COMMISSION # DD 33 y,. *, e . 6 047 EXPIRES: March 6, 2011 4� EXPIRES: March 6. 2011 ,,, %ip p�� ;�`�• Bonded Thru Notary Public Undenyrilers �Rft;% Bonded Thru Notar,. Pubuc Unde�wr ters NOTE: IRED. EACH; MUST PLYING FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THISAPPLICATIONIN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit checklist. OFFICE USE ONLY SECTION I TOWNSHIP RANGE I r MAP NO. ZONING LAND USE LOT CVG % �' TAZ NO. FLOOD ZONE FIRM MAP # r 1sT FLR ELV MAX HGT I CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER ULAics SEWER 1 � SPRINKLERS STORMWATER LOT OF REC Before 111990 LOT OF REC After 1/1990 LOT SPLIT REQUIRED LOT SPLIT APPROVED REPORT CODE 3�� HABITABLE AREA (RADON) RADON FEE i— I i [ L � 6 PERMIT FEE SJ2 LIBRARY IMPACT FEE �j/ / PUBLIC BLD IMPACT FEE CORRECTION 3�qq PUBIC BLD IMPACT FEE GENERAL L I �� "MCA PARKS IMPACT FEE SCHOOL' IMPACT FEE WIN I ROAD IMPACT FEE `' ,U54•�y • CREDIT Y N O LAW ENF IMPACT FEE ' �� FIItEBMS IMPACT FEE 56&L'15� DRIVEWAY REQUIRED Y DRIVEWAY FEE ADMINISTRATIVE VARIANCE FEE SPECIFY MECHANIC ROOF ! NON -CONFORMING MISCELLANEOUS _ �v DATE FILED: PLAN REVIEW FEE: _ CONCURRENCY FEE: 40, TiE CEIPT NO.: kk�_41 PERMIT NUMBER: OY11- OD T RECEIPT NO.: CERT. CAP. NO.: MUST BE COMPLETE & FILLED IN TO BE ACCEPTED 8 ''fit. Lucie County Building and Zoning 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 s-,o� 772-462-1553 tq I d 7w � f{ APPLICATION for BUILDING PERMIT 6 k CERTIFICATE of CAPACITY/ZONING COMPLIANCE 1. 2. 3. 4. PROJECT INFORMATION LOCATION/SITE ADDRESS: (moo I nl P to Va��, IU ► , 5 S/D NAME: �'} .Laa 2 Garatyvs SITE PLAN NAME: PROPERTY TAX ID #: 3 q lq 501 5T)(' 3 C0. LEGAL DESCRIPTION (attach extra sheets if necessary): 5. uS 5. PLAT 6. PAGE 7. BLOCK BOOK NO. NO. �0.51 4oE�•, 9. PARCEL SIZE: ACRES/SQ FT. 57 LOT DIMENSIONS Z� 10. DESCRIPTION OF CONSTRUCTION PROJECT 11.L/17 S.T. rhc 11 12. 13. DESCRIPTION OF SETBACKS (ACTUAL) FRONT: �5 TYPE OF CONSTRUCTION (Che [� NEW CONSTRUCTION [ ] RESIDENTIAL [ ] OTHER (SPECIFY) __z i'77 II _11 __ USE: Re,! 4 u Y a AT 8. LOT NO. •:56 •E7� u ��3• o x X : NI-w UV\G4irUC1,01\ 0-P 4( I�• Z � �411 2v RIGHT. LEFT: '1 SIDEy SIDE l O iropriate boxes) [ ] EXPANSION/ADDITION Uj,-' COMMERCIAL [ ] INTERIOR RENOVATION [ ] INDUSTRIAL 14. Sq. Ft./CONS CTION: Oi (� 15. Sq. Ft. 1st Floor: 16. VALUE OF CONSTRUCTION: $ 1 1 50 01 000 The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Fowl No.: 001-02 OWNER INFORMATION NAME- Yckms ADDRESS: S/ Serz ne D CITY: Or, » C STATE: L ZIP: PHONE (DAYTIME):. (� 5�,.3 2 — y EMI: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL. IN NAME AND ADDRESS BELOW. FEE SMPLE TITLEHOLDER ADDRESS: CITY: STATE: PHONE (DAYTIME): ( _) CONTRACTOR INFORMATION VJZ ST. of FL REG.CERT #: G' & r, j503b q. k - ST. LUCIE COUNTY CERT #: 2j-�L5 � BUSINESS NAME: ARCHITIENGINEER: ADDRESS: a21 rh C(Ty: yV`C'h0.y � STATE: PHONE (DAYTIME): `T .S y % BONDING COMPANY: ADDRESS: CITY: MORTGAGI S6 0 1 STATE: Zip: a-7 ] 1 � gig STATE:. -L I— I Zip: (-00 IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mait. NET• a) f CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to. meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, 'TANKS, AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use, NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT, TITLE, 'AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regul ting constru n and zoning, ay ER R ON CT OR I(;rNA�%U CO O U STATE OF FLOR STATE OF FLORID COUNTY OF COUNTY OF?m gL- The foregoing instrumentwasacknowledged before � me this — day of V V/0-t/ ' 20D? by OS'S E//V (�LYr�y9 who is personally known or who has produced as identification. (X� ' 8__)_ 0 of Notary The foregoing instrument was acknowledged before me this day of N0V CM-b(f , 20_C_>18_, by �t.ra2� who is pe nally known or who has produced as identification. Commission No. v (Seal) Com ie No. , TEDDY I ROOWal) �� Notary Public, State of Florida Commission# DDS28469 My comm. ex fires Mar. 14, 2010 NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATUR ING FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR` TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit checklist. AUDREYB.HUM— pHp .1=A4I41R6igt� V 0,1001 EXPIR68; M@rch 6, 2011 Dan", Thro Ndlery Publio UBdl3xvriters "�� OFFICE USE ONLY Bp #: //• DU SECTION 1 TOWNSHIP RANGE MAP NO, 44125 ZONING C LAND USE Cory, LOT CVG % TAZ NO - FLOOD ZONE FIRM MAP # 1-3r FLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS 15 LN �5 WATER SEWER , V SPRINKLERS STORMWATER LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before 1/1990 After 1/1990 REQUIRED APPROVED REPORT HABITABLE RADON PERMIT CODE 3 21 AREA (RADON) FEE FEE LIBRARY a a PUBLIC BLD PUBIC BLD QQ PARKS IMPACT N V�r IMPACT FEE IMPACT I W t)• �q IMPACT FEE CORRECTION FEE FEE GENERAL IMPACSCHOT �/� Iv j rT IMPACT fit' r, J`�� { , I CREDIT' Y ON LAW ENF IMPACT ell I �j FEE FEE FEE FIRE/EMS c34 DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE IMPACT 55bI . REQUIRED FEE VARIANCE FEE FEE SPECIFY MECHANIC ✓ ROOF L/ NON -CONFORMING MISCELLANEOUS SUBS ELECTRIC V GAS LOT OF RECORD FEES REQUIRED PLUMBING FEES DATE SENT TO ADDRESSING: REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED III DATE COMPLETED INITIALS ffl>E-�: DATE FILED: PLAN REVIEW FEE: _ CONCURRENCY FEE: RECEIPT NO.: RECEIPT NO.: PERMIT NUMBER: av aed/ � CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED 71 St. Lucie County Building and Zoning Ge2&7t4E 2300 Virginia Avenue `�OR10p • Ft. Pierce, FL 34982-5652 772-462-1553 APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION 'Gal * �0 j 1. LOCATION/SITE ADDRES 2. PROJECT AME: o l d e n L o 3. PROPERTY TAX ID #:' a. y(!(. ') U ' �'iJ U • j� �p y 4. LEGAL DESCRIPTION (attach extra sheets if necessary)�s�-/ j / ,a 04zei/� "s / 37 �6n 91-r- 1 �G's r° 1 9) �• T�:c�� a�►,��I �nha�-:� 7� /UJrasl.77��co 5. PLAT BOOK e. 6. PAGE NO. 7.- BLOCK NO. 8. LOT NO. 0?53� O O- 51 (40D4 q K 51g.Uj Y 353. 4o x'(b�j. 9. PARCEL SIZE (ACRES/SQ FT.): LOT DIMENSIONS: 10. 11 SETBACKS (ACTUAL) FRONT .1 A I BACK4,04, RIGHT SIDE: LEFT SIDE:_ 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) [ ] NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION [ ] RESIDENTIAL COMMERCIAL [ ] INDUSTRIAL [ ] OTHER (SPECIFY) 13. W400 DESCRIPTION OF PROPOSED USE: _E.crQrt!� 14. ESQ. FT OF CONSTRUCTION: f��, �{/ ,�V 15. SF. FT Ist FLOOR: 16. *VALUE OF CONSTRUCTION: $ 36��3v3. �% The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 r 11� OWNER INFORMATION NAME: c rS It L L L- ADDRESS: Z1 S .� }-� S GIB n-C _� Y • O,,- e,:� �- CITY: d r STATE: ZIP: PHONE (DAYTIME): (-qQ 4 32 - V29 6,e� Email: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY PHONE (DAYTIME): STATE:. _ ZIP: _ CONTRACTOR INFORMATION ST. of FL REG.CERT #: CSQQqq ST. LUCIE •COUNTY CERT #: �J 55 BUSINESS NAME: .1 QUALIFIERS NAME:' - ADDRESS: I S` 8 G(i✓[ �";"7 CITY: STATE: A/ K ZIP: 2/ Z-57— PHONE (DAYTIME): FAX NO. q/g / g, -,f2/0TEmail: 4 ARCHIT/ENGINEER: ADDRESS: CITY: -b t 1 r k a- v,-, STATE: ,;n.i ZIP: 7 71 PHONE (DAYTIME): S 5!�! --- BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: STATE: STATE: ZIP: ZIP: IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. CERTIFICATI.ON This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for, the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be, performed to meet the standard§ of all laws regulating construction. inIthis'Jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS; FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws, or, any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full con'currency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility, substations & accessory''usA to another non- residential use. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT -IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS PERMIT YOU PROMIS.4IN.GOOD FAITH TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY'IS SUBJECT TO ATTACHMENT. OWNER'S AFFIDAVIT: I ceriify that all,the foregoing information is accurate`and that all work will be don_ a incompliance with all applicable laws regulating construction and zoniU. 0 M, •Ri1 / • �i� �_.�.'4t The foregoing instrumen as acknowledged before me this day of 20 Q q , by &1yJ'Q who is personally known or has produced 4/ as identification. SIG ST' E OF FLORIDA COUNTY OF . v The foregoing instrument was -acknowledged before me this day o , 2002, a by b% who is personally known or has produced Signature of Notary " (/ Signature of NotiVy U Commission No. (Seal) miss'% (Seal) *; «_ MY COMMISSION # DD 633047 EXPIRES: March 6, 2011• fi+ Band®dThruNotary P,bli,Underwriters NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit checklist. OFFICE USE ONLY BP #: i - SECTION A TOWNSHIP RANGE I , OC MAP NO. ZONING C LAND USE LOT CVG % 14 -5 t TAZ NO. FLOOD ZONE FIRM MAP # 1ST FLR ELV MAX HGT CONST TYPE f (?-S OCCUP TYPE MAX OCCUP # OF FLRS " LWLi,e5 WATER �R SEWER SPRINKLERS STORMWATER LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before 1/1990 After 1/1990 REQUIRED APPROVED REPORT HABITABLE RADON PERMIT CODE AREA FEE /� FEE (RADON) C,l r LIBRARY IMPACT �! PUBLIC BLD IMPACT FEEw5-fcD-q PUBIC BLD IMPACT ,$�Q. PARKS IMPACT FEE CORRECTION FEE FEE GENERAL SCHOOL ROAD CREDIT Y N O LAW ENF I IMPACT IMPACT J-454- I IMPACT Il FEE FEE FEE FIRE/EMS IMPACT 55�� • �� DRIVEWAY REQUIRED Y N� DRIVEWAY 'FEE ADMINISTRATIVE VARIANCE FEE FEE SPECIFY MECHANIC V ROOF �� —G NON -CONFORMING MISCELLANEOUS i o d SUBS ELECTRIC GAS LOT OF RECORD FEES .5 REQUIRED PLUMBING FEES � !� DATE SENT TO ADDRESSING: REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE CO REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED I� - DATE COMPLETED - INITIALS �'Lvrvj 00 ;,?A cam' � P,q.A)e-)81, .�`DD - (a L LL 1::1w1vGolden Corral Column Conn. Mod. MATHERS ENGINEERING CORP. Project number 09.22 EB OD04456 P S L Date 12-23-09 S .1 2431 SE DDUE HWY. PHONE: (772) 287-0525 Drawn by WSM STUART, FL 34996 FAX: (772) 220.8W6 Checked by WSM Scale 12" = 1'-0" KC o n s o r t i u m, I n c. F-1 URBAN DESIGN PLANNING ENGINEERING December 23, 2009 County Inspection Office St. Lucie County Government 2300 Virginia Avenue Ft. Pierce, Florida 34982 Re: Engineering Report Golden Corral, Post St. Lucie 40- MOW SKC 0923 SKC has conducted a final site visit and has reviewed testing and density reports for paving, drainage and utility systems prepared by A.M. Engineering and Testing. A copy of test reports are attached herein for your record. Z- Z-3_ d-3 MK/dd Cc: Fred Olama, OMI 1053 N. ORLANDO AVENUE ■ SUITE 3 • MAITLAND ♦ FLORIDA 32751 TELEPHONE 407-629-4288 FACSIMILE 407-629-1656 E.B. 7080 mailroom@skconsort.com A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE PORT ST. LUCIE, FLORIDA 34986 OFFICE: (772) 924-3575 FAX (772) 924-3580 I MOISTURE - DENSITY RELATIONSHIP OF SOIL I Client: Project: Contractor: Mercon Construction Company 133 E. Pine Avenue Longwood, Florida 32750 Golden Corral, 10753 US Highway I Port St. Lucie, St. Lucie County, Florida Client CAMPY 7'i nATA Report Date: July 8, 2009 Project No.: PSL2248P Test No.: 1 Date Sampled: IJune 29, 2009 Sampled by: W. Hissong Location: lComposite Elevation: Fill Description: ILight brown fine sand, trace silt and clay MOISTURE DENSITY CURVE 112 110 10 12 Moisture, % Distribution: Client - 2 14 TEST METHOD - ASTM D 1557 Technician: G. Odell Test Method C Preparation: Dry Hammer: Mechanical Hammer Face: Sector RESULTS Maximum Dry Density* 108.4 pcf Optimum Moisture Content* 10.0 *The maximum density is reported to 0.1 lb./cu. ft. and optimum moisture to the nearest 0.1 % for information only. ASTM calls for these to be reported. to the nearest 0.5 lb./cu. ft. or percent, respectively. Reviewed by: A. M. ENGINEERING AND TESTING, INC. Do W. Moler, P.E. DWM/ah F orida Registration No. 60675 IlServer-amelcompanylAMDatalMercon Construction Company - Golden Corral, 10753 U.S. Hwy. 1, PSL - PSL22481ProctorlI - Composite - D 1557 - Fill - 108.4 -10.0 - A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE PORT ST. LUCIE, FLORIDA 34986 OFFICE: (772) 924-3575 FAX (772) 924-3580 I MOISTURE - DENSITY RELATIONSHIP OF SOIL Client: Mercon Construction Company Report Date: July 8, 2009 133 E. Pine Avenue Project No.: PSL2248P Longwood, Florida 32750 Test No.: 1 Project: Golden Corral, 10753 US Highway I Port St. Lucie, St. Lucie County, Florida Contractor: Client n A M K"irn TATA "- a.. Date Sampled: JJune 29, 2009 Sampled by: W. Hissong Location: lComposite Elevation: Fill Description: ILight brown fine sand, trace silt and clay MOISTURE DENSITY CURVE 112 110 uNErvuo ■ 1� oUARNE2 00 00 INNENOW 00000 1 onsommoom CC:C:::C:�� 10 12 Moisture, % Distribution: Client - 2 14 TTeT MF.Tunn - ASTM n 1557 Technician: G. Odell Test Method C Preparation: Dry Hammer: IMechanical Hammer Face: I Sector RESULTS Maximum Dry Density* 108.4 pcf Optimum Moisture Content* 10.0 % *The maximum density is reported to 0.1 lb./cu. ft. and optimum moisture to the nearest 0.1 % for information only. ASTM calls for these to be reported. to the nearest 0.5 lb./cu. ft. or percent, respectively. Reviewed by: A. M. ENGINEERING AND TESTING, INC. ?7 Do W. Moler, P.E. DWM/ah F orida Registration No. 60675 IlServer-amelcompanyUMDatalMercon Construction Company - Golden Corral, 10753 U.S. Hwy. 1, PSL - PSL22481Proctorll - Composite - D1557 - Fill - 108.4 -10.0 r A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE PORT ST. LUCIE, FLORIDA 34986 OFFICE: (772) 924-3575 FAX (772) 924-3580 MOISTURE - DENSITY RELATIONSHIP OF SOIL I Client: Mercon Construction Company 133 E. Pine Avenue Longwood, Florida 32750 Project: Golden Corral, 10753 US Highway 1 Port St. Lucie, St. Lucie County, Florida Contractor: Client CAMPT.'P nATA Report Date: August 24, 2009 Project No.: PSL2248P Test No.: 2 Date Sampled: August 3, 2009 Sampled by: B. Leadley Location: I 10' West of C-2 Elevation: Pipeline backfill Description: JBrown fine sand, little silt and clay 112 110 106 104 6 Distribution: Client - 2 MOISTURE DENSITY CURVE 8 10 12 14 Moisture, % TEST METHOD - AASHTO T 99 Technician: G. Odell Test Method A Preparation: Dry Hammer: Mechanical Hammer Face: Round RESULTS Maximum Dry Density* 108.0 pcf Optimum Moisture Content* 10.5 *The maximum density is reported to 0.1 lb./cu. ft. and optimum moisture to the nearest 0.1 % for information only. AASHTO calls for these to be reported to the nearest whole number. Reviewed by: A. M. ENGINEERING AND TESTING, INC. !�zsr/oq Paul C. Martin, P.E. pCM/ah Florida Registration No. 65051 1lServer-amelcompanyWMDatalMercon Construction Company - Golden Corral, 10753 U.S Hivy. 1, PSL - PSL22481ProctorU - 10' W. ofC-2 - T99 - PLBF- 108.0 - 10.5 A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE PORT ST. LUCIE, FLORIDA 34986 OFFICE: (772) 924-3575 FAX (772) 924-3580 MOISTURE - DENSITY RELATIONSHIP OF SOIL I Client: Mercon Construction Company 133 E. Pine Avenue Longwood, Florida 32750 Project: Golden Corral, 10753 US Highway 1 Port St. Lucie, St. Lucie County, Florida Contractor: Client CAMP1.1F.'nATA Report Date: August 24, 2009 Project No.: PSL2248P Test No.: 2 Date Sampled: August 3, 2009 Sampled by: B. Leadley Location: 10' West of C-2 Elevation: Pipeline backfill Description: Brown fine sand, little silt and clay 112 110 w U 108 Q 106 104 MOISTURE DENSITY CURVE t�■yiMons' WE" Now ■t',Tia" � Mn . HE m' m mm.m...... an . MEAN a : m':�6m�mE9B...0 M �' :E:�I BM . n cos a gNo nomon im.immmmno long monommomm wommmomm:'mMMImm:SOME Now III lown mom mumilliUmMLM!nnmm:mjm NMI ■ ■■■■ONE mamma�� p■o ■ mmn■Ms ppp so Monson moms■. ■ n11I.■■■.� .■■■ ■ :mm:mmon mom:'iKnownm:' :jy'::' : MENEmma .....■■■ immnn■■■ ........ ■SGn ': mom„ 1C0 am::mmm' ::■ ni:a m :" : mim:: CHOICE .mg�e.� .m=..m mmMn:.� unm ■ammo... .. .... . .. ■ ■ ■ ■■■■�■■■ ■■■ on n s�mn:■nM■ ;m = ; m a ■a■ 11 vii: mom ■ . ■ ILI n m 68 10 Moisture, % Distribution: Client - 2 12 14 TEST METHOD - AASHTO T 99 Technician: G. Odell Test Method A Preparation: Dry Hammer: Mechanical ,Hamm r Face: IRound RESULTS Maximum Dry Density* 108.0 pcf Optimum Moisture Content* 1 10.5 *The maximum density is reported to 0.1 lb./cu. ft. and optimum moisture to the nearest 0.1 % for information only. AASHTO calls for these to be reported to the nearest whole number. Reviewed by: A. M. ENGINEERING AND TESTING, INC. Paul C. Martin, P.E. PCM/ah Florida Registration No. 65051 IlServer-anrelcompanylAMDatalMercon Construction Company - Golden Corral, 10753 U.S. llivy. 1, PSL - PSL22481Proc1or12 - 10' W. ofC-2 - T99 - PLBF - 108.0 - 10.5 5 a A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE PORT ST. LUCIE, FLORIDA 34986 OFFICE: (772) 924-3575 FAX (772) 924-3580 I MOISTURE - DENSITY RELATIONSHIP OF SOIL I Client: Mercon Construction Company 133 E. Pine Avenue Longwood, Florida 32750 Project: Golden Corral, 10753 US Highway 1 Port St. Lucie, St. Lucie County, Florida Contractor: Client Report Date: August 26, 2009 Project No.: PSL2248P Test No.: 3 VA111L Y Date Sampled: July 22, 2009 Sampled by: R. Ankrom Location: Composite, sidewalk Elevation: Existing Description: Brown fine sand, little silt and rock nodules 120 118 114 112 MOISTURE DENSITY CURVE 6 8 10 12 14 Moisture, % TFCT MF.TY40n - AAS14TO T 180 Technician: M. Barkley Test Method B Preparation: Dry Hammer: Mechanical Hammer Face: Sector D CiTif.TC Maximum Dry Density* 117.0 pcf Optimum Moisture Content* 10.6 % *The maximum density is reported to 0.1 lb./cu. ft. and optimum moisture to the nearest 0.1 % for information only. AASHTO calls for these to be reported to the nearest whole number. Distribution: Reviewed by: Client - 2 A. M. ENGINEERING AND TESTING, INC. VI7/09 Paul C. Martin, P.E. PCM/ah Florida Registration No. 65051 IlServer-amelcompanyLW DataWercon Construction Company - Golden Corral, 10753 U.S. Hwy. 1, PSL - PSL22481Proctor13 - Composite, Sidewalk - T180 - Existing -117.0 -10.6 u A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE PORT ST. LUCIE, FLORIDA 34986 OFFICE: (772) 924-3575 FAX (772) 924-3580 I MOISTURE - DENSITY RELATIONSHIP OF SOIL I Client: Mercon Construction Company 133 E. Pine Avenue Longwood, Florida 32750 Project: Golden Corral, 10753 US Highway 1 Port St. Lucie, St. Lucie County, Florida Contractor: Client -♦I.R Ir T 711IV, ♦ Report Date: August 26, 2009 Project No.: PSL2248P Test No.: 3 Date Sampled: July 22, 2009 Sampled by: R. Ankrom Location: Composite, sidewalk Elevation: Existing Description: Brown fine sand, little silt and rock nodules 120 118 114 112 MOISTURE DENSITY CURVE 6 8 10 12 14 Moisture, % TlP4ZT MRTMD - AASHTO T 180 Technician: M. Barkley Test Method B Preparation: Dry Hammer: Mechanical Hammer Face: I Sector DTQiTr .TC Maximum Dry Density* 117.0 pcf Optimum Moisture Content* 10.6 *The maximum density is reported to 0.1 lb./cu. ft. and optimum moisture to the nearest 0.1 % for information only. AASHTO calls for these to be reported to the nearest whole number. Distribution: Reviewed by: Client - 2 A. M. ENGINEERING AND TESTING, INC. -507/09 Paul C. Martin, P.E. PCM/ah Florida Registration No. 65051 IlServer-amelcompanylAMDatalMercon Construction Company - Golden Corral, 10753 U.S. Hwy. 1, PSL - PSL2248IProctorU - Composite, Sidewalk - T180 - Existing - 117.0 - 10.6 A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE PORT ST. LUCIE, FLORIDA 34986 OFFICE: (772) 924-3575 FAX: (772) 924-3580 FIELD REPORT Client: Mercon Construction Company Project No.: PSL2248I 133 E. Pine Avenue Lab No.: 1 Longwood, Florida 32750 Date: July 15, 2009 Project: Golden Corral,10753 US Highway 1 Technician: S. Leadley Port St. Lucie, St. Lucie County, Florida Re: Clearing Inspection Observations and recommendations: At the request of our client, a representative of A. M. Engineering and Testing, Inc. visited the referenced project in order to inspect clearing and grubbing for ditch backfill at FDOT right away. Approved. Distribution: Client — 2 PCM/ah Reviewed by: A. M. ENGINEERING AND TESTING, INC. 799?� z/z9�4b9 Paul C. Martin, P.E. Florida Registration No. 65051 IlServer-amelcompanylAM DatalMercon Construction Company - Golden Corral, 10753 U.S. Hwy. 1, PSL - PSL224811nspectionsll - Clearing Inspection - 7.15.09 - Field Report (PCM).doc M A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE PORT ST. LUCIE, FLORIDA 34986 OFFICE: (772) 924-3575 FAX: (772) 924-3580 DENSITY OF SOIL IN PLACE Client: Mercon Construction Company Report Date: July 8, 2009 133 E. Pine Avenue Project No.: PSL2248F Longwood, Florida 32750 Lab No.: 1 Contractor: Client Technician: W. Hissong Site: Golden Corral, 10753 US Highway 1 Page No.: I of 1 Port St. Lucie, St. Lucie County, Florida Stripped Surface Test No. Date Tested Location Eleva- tion (11) Field Test Results Proctor Dry Density I ( c f) Compaction Pass/ Fail HCP HZO Dry Density ( c f) Probe Depth (in) In Place (%) Min Req'd M 1 6/30/09 Northwest Area 0-1 70+ 9.8 107.1 12 108.4 98.8 98 P 2 lift 1-2 70+ 98+ 98 P 3 Southwest Area 0-1 70+ 8.7 106.6 12 108.4 98.3 98 P 4 "" 1-2 70+ 98+ 98 P 5 Center Area 0-1 70+ 9.5 107.3 12 108.4 99.0 98 P 6 "" 1-2 70+ - 98+ 98 P 7 7/l/09 Northeast Area 0-1 60 10.1 106.4 12 108.4 98.2 98 P 8 fill 1-2 70+ 98+ 98 P 9 Southeast Area 0-1 70+ 11.2 106.2 12 108.4 98.0 98 P 10 lift 1-2 70+ 98+ 98 P Remarks: • Elevations are below stripped surface. • Field density tests were performed in general compliance with ASTM D6938, Density of Soil in Place by Nuclear Methods. • Hand Cone Penetrometer (HCP) tests, in conjunction with information about the soil type, are empirically correlated to the relative density of the subsurface soils. • Laboratory Proctor maximum dry density was determined in accordance with ASTM D 1557. Distribution: Reviewed by: Client - 2 A. M. ENGINEERING AND 'BESTING, INC. Zna/WMole" P./ y DWM/ah Florida Registration No. 60675 IlServer-amelcompanyW AI DatalMercon Construction Company - Golden Corral, 10753 U.S. Hivy. 1, PSL - PSL2248117oundationll - Stripped Surface - Den. b A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE PORT ST. LUCIE, FLORIDA 34986 OFFICE: (772) 924-3575 FAX: (772) 924-3580 DENSITY OF SOIL IN PLACE Client: Mercon Construction Company Report Date: July 8, 2009 133 E. Pine Avenue Project No.: PSL2248F Longwood, Florida 32750 Lab No.: 1 Contractor: Client Technician: W. Hissong Site: Golden Corral, 10753 US Highway 1 Page No.: t of 1 Port St. Lucie, St. Lucie County, Florida Stripped Surface Test No. Date Tested Location Eleva- tion (ft) Field Test Results Proctor Dry Density (pcf) Compaction Pass/ Fail THCP�2.0 Dry Density ( if) Probe Depth (in) In Place (%) Min Req'd (%) 1 6/30/09 Northwest Area 0-1 70+ 9.8 107.1 12 108.4 98.8 98 P 2 fill 1-2 70+ 1 98+ 98 P 3 Southwest Area 0-1 70+ 8.7 106.6 12 108.4 98.3 98 P 4 fill 1-2 70+ 98+ 98 P 5 Center Area 0-1 70+ 9.5 107.3 12 108.4 99.0 98 P 6 fill 1 -2 70+ 98+ 98 P 7 7/1/09 Northeast Area 0-1 60 10.1 106.4 12 108.4 98.2 98 P 8 fill 1-2 70+ 98+ 98 P 9 Southeast Area 0-1 70+1 11.21 106.2 1 12 1 108.4 1 98.0 98 P 10 fill 1-2 70+ 98+ 98 P Remarks: • Elevations are below stripped surface. • Field density tests were performed in general compliance with ASTM D6938, Density of Soil in Place by Nuclear Methods. • Hand Cone Penetrometer (HCP) tests, in conjunction with information about the soil type, are empirically correlated to the relative density of the subsurface soils. • Laboratory Proctor maximum dry density was determined in accordance with ASTM D 1557. Distribution: Reviewed by: Client - 2 A. M. ENGINEERING AND TESTING, INC. Za/WMr P.IfIc y DWM/ah Florida Registration No. 60675 IlServer-amelcompanyUM DatalMercon Constrctclion Company -Golden Corral, 10753 U.S Hivy. 1, PSL - PSL22481Foundationll -Stripped Surface - Den. L 1 � a A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE PORT ST. LUCIE, FLORIDA 34986 OFFICE: (772) 924-3575 FAX: (772) 924-3580 DENSITY OF SOIL IN PLACE Client: Mercon Construction Company Report Date: July 8, 2009 133 E. Pine Avenue Project No.: PSL2248F Longwood, Florida 32750 Lab No.: 2 Contractor: Client Technician: B. Leadley Site: Golden Corral,10753 US Highway 1 Page No.: 1 of 1 Port St. Lucie, St. Lucie County, Florida Permit No.: 0 81 1 - 0 0 8 4 Foundation Fill Test No. Date Tested Location Eleva- tion (ft) Field Test Results Max Proctor Dry Density ( cf) Compaction Pass/ Fail HCP HZO %' Dry Density ( cf) Probe Depth (in) In Place (%) Min Req'd (%) 1 7/6/09 Southeast Area 0-1 70 1 98+ 98 P 2 fill 1-2 75 13.21 106.9 12 108.4 98.6 98 P 3 4 Northeast Area 11" 0-1 1-2 80 80 12.8 107.9 12 108.4 98+ 99.5 98 98 P P 5 Center Area, South Side 0-1 80 98+ 98 P 6 - fill 1-2 80 1 12.5 107.9 12 108.4 99.5 98 P 7 Center Area, North Side 0-1 85 98+ 98 P g fill 1-2 80 11.71 108.4 12 108.4 100.0 98 P 9 7/7/09 Southwest Area 0-1 80+ 98+ 98 P 10 fill 1-2 80+ 8.5 108.1 12 108.4 99.7 98 11 Northwest Area 0-1 80+ 98+ 98 AP 12 "" 1-2 80+ 9.4 107.6 12 108.4 99.3 98 Remarks: • Elevations are above stripped surface. • Field density tests were performed in general compliance with ASTM D6938, Density of Soil in Place by Nuclear Methods. • Hand Cone Penetrometer (HCP) tests, in conjunction with information about the soil type, are empirically correlated to the relative density of the subsurface soils. • Laboratory Proctor maximum dry density was determined in accordance with ASTM D1557. Distribution: Reviewed by: Client - 2 A. M. ENGINEERING AND TESTING, INC. Xal. Moler, P.E. DWM/ah Florida Registration No. 60675 IlServer-amelcompanyL4M DatalMercon Construction Company - Golden Corral, 10753 U.S. Hivy. 1, PSL - PSL22481FoundationQ - Foundation Fill - Den. 1 A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE PORT ST. LUCIE,.FLORIDA 34986 OFFICE: (772) 924-3575 FAX: (772) 924-3580 DENSITY OF SOIL IN PLACE Client: Mercon Construction Company Report Date: July 8, 2009 133 E. Pine Avenue Project No.: PSL2248F Longwood, Florida 32750 Lab No.: 2 Contractor: Client Technician: B. Leadley Site: Golden Corral,10753 US Highway 1 Page No.: 1 of 1 Port St. Lucie, St. Lucie County, Florida Permit No.: 0 81 1 - 0 0 8 4 Foundation Fill Test No. Date Tested Location Eleva- tion (ft) Field Test Results PMaxor Dry Density (cf) Compaction Pass/ Fail 7HCP�2.0Density Dry (cf) Probe Depth (in) In Place (%) Min Req'd (%) 1 7/6/09 Southeast Area 0-1 70 98+ 98 P 2 fill 1-2 75 1 13.21 106.9 12 1 108.4 98.6 98 P 3 Northeast Area 0-1 80 1 1 98+ 98 P 4 fill 1-2 80 1 12.81 107.9 12 108.4 99.5 98 P 5 Center Area, South Side 0-1 80 1 1 98+ 98 P 6 fill 1-2 80 1 12.51 107.9 12 108.4 99.5 98 P Center Area, North Side 0-1 85 98+ 98 P fill 1-2 80 11.7 108.4 12 108.4 100.0 98 P 7/7/09 Southwest Area 0-1 80+ 98+ 98 P W107 fill1 -2 80+ 8.5 108.1 12 108.4 99.7 98 P Northwest Area 0-1 80+ 98+ 98 P fill 1 - 2 80+ 9.4 107.6 12 108.4 99.3 98 P Remarks: • Elevations are above stripped surface. • Field density tests were performed in general compliance with ASTM D6938, Density of Soil in Place by Nuclear Methods. • Hand Cone Penetrometer (HCP) tests, in conjunction with information about the soil type, are empirically correlated to the relative density of the subsurface soils. • Laboratory Proctor maximum dry density was determined in accordance with ASTM;D1;557: Distribution: Reviewed by: Client - 2 A. M. ENGINEERING AND TESTING, INC. Xal.,Moler, P.E. DWM/ah Florida Registration No. 60675 IlServer-amelcompanyUM DatalMercon Construction Company - Golden Corral, 10753 U.S. Hu y. 1, PSL - PSL224ffoundationl2 - Foundation Fill - Den. L f . r P A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE PORT ST. LUCIE, FLORIDA 34986 OFFICE: (772) 924-3575 FAX: (772) 924-3580 DENSITY OF SOIL IN PLACE Client: Mercon Construction Company 133 E. Pine Avenue Longwood, Florida 32750 Contractor: Client Site: Golden Corral,10753 US Highway 1 Port St. Lucie, St. Lucie County, Florida Footings / Column Pads Report Date: July 14, 2009 Project No.: PSL2248F Lab No.: 3 Technician: B. Leadley Page No.: 1 of 1 Permit No.: 0 81 1- 0 0 8 4 Test No. Date Tested Location Eleva- tion (It) Field Test Results Proctor Dry Density (cf) Compaction Pass/ Fail HCP HZO Dry Density (pcf) Probe Depth (in) In Place %) Min Req'd (%) 1 7/10/09 Footings at Grid Line J-1 0-1 9.6 1 107.6 12 108.4 99.3 95 P 2 Footings at Grid Line C-1 0-1 10.41 108.1 12 108.4 99.7 95 P 3 Footings at Grid Line A-2.5 0-1 10.01 107.7 12 108.4 99.4 95 P 4 Footings at Grid Line L-4 0-1 11.2 107.4 12 108.4 99.1 95 P 5 Footings at Grid Line K, North Side 0-1 9.6 108.1 12 108.4 99.7 95 P 6 Footings at Grid Line B, North Side 0-1 9.1 107.2 12 108.4 98.9 95 P 7 Column Pads at Grid Line C-2 1 0-1 8.9 106.9 12 t08.4 98.6 95 P 8 Column Pads at Grid Line H-4 0-1 10.4 107.7 12 108.4 99.4 95 P 9 Column Pads at Grid Line J-2 0-1 11.21 108.2 12 108.4 99.8 95 P Remarks: • Elevations are below bottom of footing. • Field density tests were performed in general compliance with ASTM D6938, Density of Soil in Place by Nuclear Methods. • Hand Cone Penetrometer (HCP) tests, in conjunction with information about the soil type, are empirically correlated to the relative density of the subsurface soils. • Laboratory Proctor maximum dry density was determined in accordance with ASTM D 1557. Distribution: Client - 2 PCM/ah Reviewed by: " _ - A. M. ENGINEERING AND TESTING, INC. Paul C. Martin, P.E. Florida Registration No. 65051 IlServer-amelcompanyUMDatalMercon Construction Company - Golden Corral, 10753 U.S. Nivy. 1, PSL - PSL22481FoundationU - Footings & Column Pad - Den. 4. t . a 7 A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE PORT ST. LUCIE, FLORIDA 34986 OFFICE: (772) 924-3575 FAX: (772) 924-3580 DENSITY OF SOIL IN PLACE Client: Mercon Construction Company 133 E. Pine Avenue Longwood, Florida 32750 Contractor: Client Site: Golden Corral,10753 US Highway 1 Port St. Lucie, St. Lucie County, Florida Footings / Column Pads Report Date: July 14, 2009 Project No.: PSL2248F Lab No.: 3 Technician: B. Leadley Page No.: 1 of 1 Permit No.: 0 81 1- 0 0 8 4 Test No. Date Tested Location Eleva- tion (ft) Field Test Results PMaxor Dry Density cf) Compaction Pass/ Fail HCP HZO Dry Density ( cf) Probe Depth (in) In Place M Min Req'd M 1 7/10/09 Footings at Grid Line J-1 0-1 9.6 107.6 12 108.4 99.3 95 P 2 Footings at Grid Line C-1 0-1 10.4 108.1 12 108.4 99.7 95 P 3 Footings at Grid Line A-2.5 0-1 10.0 107.7 12 108.4 99.4 95 P 4 Footings at Grid Line L-4 0-1 112 107.4 12 108.4 99.1 95 P 5 Footings at Grid Line K, North Side 0-1 9.6 108.1 12 108.4 99.7 95 P 6 Footings at Grid Line B, North Side 0-1 9.1 107.2 12 108.4 98.9 95 P 7 Column Pads at Grid Line C-2 0-1 8.9 106.9 12 108.4 98.6 95 P 8 Column Pads at Grid Line H-4 0-1 10.4 107.7 12 108.4 99.4 95 P 9 T Column Pads at Grid Line J-2 0-1 1 1 11.21 108.2 12 1 108.4 1 99.8 1 95 P Remarks: • Elevations are below bottom of footing. • Field density tests were performed in general compliance with ASTM D6938, Density of Soil in Place by Nuclear Methods. • Hand Cone Penetrometer (HCP) tests, in conjunction with information about the soil type, are empirically correlated to the relative density of the subsurface soils. • Laboratory Proctor maximum dry density was determined in accordance with ASTM D 1557. Distribution: Client - 2 PCM/ah Reviewed by: A. M. ENGINEERING AND TESTING, INC. -f�p� -7 /#/O9 Paul C. Martin, P.E. Florida Registration No. 65051 IlServer-amelcompanyUMDataMercon Constrttction Company - Golden Corral, 10753 U.S. Hivy. /, PSL - PSL22481Foctndationl3 - Footings & Column Pad - Den. A. M. ENGINEERING AND TESTING, INC. ' 590 N.W. MERCANTILE PLACE PORT ST. LUCIE, FLORIDA 34986 OFFICE: (772) 924-3575 FAX: (772) 924-3580 DENSITY OF SOIL IN PLACE Client: Mercon Construction Company 133 E. Pine Avenue Longwood, Florida 32750 Contractor: Client Site: Golden Corral,10753 US Highway 1 Port St. Lucie, St. Lucie County, Florida Sidewalk at US 1 Right of Way Report Date: August 26, 2009 Project No.: PSL2248F Lab No.: 4 Technician: R. Ankrom Page No.: I of 1 Permit No.: Field Test Results ProctorMax Compaction Eleva- Dry Probe In Min Test Date Location tion Dry Pass/ No. Tested 00 HCP HZO Density Depth Density Place Req'd Fail ( Ct) (in) ( cf) (%) (%) 1 7/22/09 45' North of South Tie In to Existing 1 0-1 80+ 5.2 115.7 12 117.0 98.9 95 P 2 235' North of South Tie In to Existing 1 0-1 180+1 6.3 1 113.9 12 117.0 97.4 95 P Remarks: • Elevations are below bottom of slab. • Field density tests were performed in general compliance with ASTM D6938, Density of Soil in Place by Nuclear Methods. • Hand Cone Penetrometer (HCP) tests, in conjunction with information about the soil type, are empirically correlated to the relative density of the subsurface soils. • Laboratory Proctor maximum dry density was determined in accordance with AASHTO T 180. Distribution: Client - 2 PCM/ah Reviewed by: A. M. ENGINEERING AND TESTING, INC. 8/ oms Paul C. Martin; P.E. Florida Registration No. 65051 llServer-antelcompai?yUM DatalMercon Constructiota Company - Golden Corral, 10753 U.S. Hwy. 1, PSL - PSL22481 Foundationl4 - Sideii alk at US I Right of Way - Den. A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE PORT ST. LUCIE, FLORIDA 34986 OFFICE: (772) 924-3575 FAX: (772) 924-3580 DENSITY OF SOIL IN PLACE Client: Mercon Construction Company 133 E. Pine Avenue Longwood, Florida 32750 Contractor: Client Site: Golden Corral,10753 US Highway 1 Port St. Lucie, St. Lucie County, Florida Sidewalk at US 1 Right of Way Report Date: August 26, 2009 Project No.: PSL2248F Lab No.: 4 Technician: R. Ankrom Page No.: 1 of 1 Permit No.: Field Test Results Proctor Compaction Eleva- Max Dry Probe In Min Test Date Location tion Dry Pass/ No. Tested (ft) 7HCP�2.0Density Depth Density Place Req'd Fail (cf) (in) ( cf) (%) (%) 1 7/22/09 45' North of South Tie In to Existing 0-1 80+1 5.2 1 115.7 12 117.0 98.9 95 P 2 1 1235'North of South Tie In to Existing 0-1 180+1 6.3 1 113.9 12 117.0 97.4 1 95 P Remarks: • Elevations are below bottom of slab. • Field density tests were performed in general compliance with ASTM D6938, Density of Soil in Place by Nuclear Methods. • Hand Cone Penetrometer (HCP) tests, in conjunction with information about the soil type, are empirically correlated to the relative density of the subsurface soils. • Laboratory Proctor maximum dry density was determined in accordance with AASHTO T 180. Distribution: Client - 2 PCM/ah Reviewed by: A. M. ENGINEERING AND TESTING, INC. go Paul C. Martin, P.E. Florida Registration No. 65051 IlServer-amelcanpanyUMDatalMercon Construction Company - Golden Corral, 10753 U.S. Hivy. 1, PSL - PSL2248117oundationl4 - Sidewalk at US 1 Right of Way - Den. A. M. ENGINEERING AND TESTING, INC. ` 590 N.W. MERCANTILE PLACE PORT ST. LUCIE, FLORIDA 34986 OFFICE: (772) 924-3575 FAX: (772) 924-3580 DENSITY OF SOIL IN PLACE Client: Mercon Construction Company 133 E. Pine Avenue Longwood, Florida 32750 Contractor: Client Site: Golden Corral,10753 US Highway 1 Port St. Lucie, St. Lucie County, Florida Storm Drain Backfill Report Date: August 24, 2009 Project No.: PSL2248D Lab No.: 1-59 Technician: B. Leadley Page No.: 1 of 4 Test No. Date Tested Location Eleva- tion 00 Field Test Results Proctor Max Dry Density cf) Compaction Pass/ Fail HCP HZO % Dry Density cf) Probe Depth (in) In Place M Min Req'd M 1 8/3/09 7' West of CB-2 0-1 1 11.41 108.7 12 108.0 100.6 100 P 2 fill 1-2- 12.61 108.1 12 108.0 100.1 100 P 3 fill 2-3 11.41 108.6 12 108.0 100.6 100 P 4 At CB-2 0-1 10.61 108.2 12 108.4 99.8 98 P 5 11" 1-2 11.41 107.9 12 108.4 99.5 98 P 6 fill 2-3 10.9 106.9 12 108.4 98.6 98 P 7 fill 3-4 11.7 106.5 12 108.4 98.2 98 P 8 fill 4-5 11.4 106.7 12 108.4 98.4 98 P 9 40' East of CB-2 0-1 11.2 107.2 12 108.4 98.9 98 P 10 fill 1 - 2 10.6 108.4 12 108.4 100.0 98 P 11 fill 2-3 9.7 106.6 12 108.4 98.3 98 P 12 fill 3-4 10.4 107.8 12 108.4 99.4 98 P 13 11" 4-5 11.4 107.2 12 108.4 98.9 98 P 14 8/4/09 At C-4 0-1 1 11.6 107.6 12 108.4 99.3 98 P 15 fill 1-2 10.91 108.1 12 108.4 99.7 98 P 16 fill 2-3 11.1 106.5 12 108.4 98.2 98 P 17 8/5/09 fill 3-4 12.4 107.7 12 108.4 99.4 98 P 18 fill 4-5 9.7 108.2 12 108.4 99.8 98 P 19 fill 5-6 10.9 107.4 12 108.4 99.1 98 P 20 fill 6-7 1 11.61 106.9 12 108.4 98.6 98 P 21 fill 7-8 1 10.91 107.4 1 12 108.4 99.1 98-1P Remarks: • Elevations are above pipe invert. • Field density tests were performed in general compliance with ASTM D6938, Density of Soil in Place by Nuclear Methods. • Hand Cone Penetrometer (HCP) tests, in conjunction with information about the soil type, are empirically correlated to the relative density of the subsurface soils. • Laboratory Proctor maximum dry density was determined in accordance with AASHTO T 99 & AASHTO T 180. IkServer-amelconlpanyWM DatalMercon Construction Company - Golden Corral, 10753 U.S. Hivy. 1, PSL - PSL22480rainagell-59 - Storm Drian Backfill - Den. A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE PORT ST. LUCIE, FLORIDA 34986 OFFICE: (772) 924-3575 FAX: (772) 924-3580 DENSITY OF SOIL IN PLACE Client: Mercon Construction Company 133 E. Pine Avenue Longwood, Florida 32750 Contractor: Client Site: Golden Corral,10753 US Highway 1 Port St. Lucie, St. Lucie County, Florida Storm Drain Backfill Report Date: August 24, 2009 Project No.: PSL2248D Lab No.: 1-59 Technician: B. Leadley Page No.: 2 of 4 Test No. Date Tested Location Eleva- tion (ft) Field Test Results Proctor Dry Density ( cf) Compaction Pass/ Fail HCP HZO Dry Density ( ef) Probe Depth (in) In Place M Min Req'd M 22 8/4/09 50' South of CB-4 0 - 1 11.4 107.2 12 108.4 98.9 98 P 23 will 1-2 11.11 108.2 12 108.4 99.8 1 98 P 24 fill 2-3 12.8 107.4 12 108.4 99.1 98 P 25 8/5/09 fill 3-4 10.4 107.7 12 108.4 99.4 98 P 26 fill 4-5 11.6 107.4 12 108.4 99.1 98 P 27 fill 5-6 10.1 106.9 12 108.4 98.6 98 P 28 "" 6-7 9.7 107.7 12 108.4 99.4 98 P 29 fill 7-8 10.8 108.3 12 108.4 99.9 98 P 30 8/11/09 At CB-6 0-1 11.7 108.4 12 108.0 100.4 100 P 31 fill 1-2 10.6 108.7 12 108.0 100.6 100 P 32 8/13/09 fill 2-3 10.91 109.1 12 108.0 101.0 100 P 33 1 "" 3-4 11.4 108.6 12 108.0 100.6 100 P 34 1 fill 4-5 11.2 108.1 12 108.0 100.1 100 P 35 8/11/09 7' East of CB-6 0-1 8.6 107.6 12 108.4 99.3 98 P 36 1 "" 1-2 9.7 108.1 12 108.4 99.7 98 P 37 fill 2-3 9.9 107.7 12 108.4 99.4 98 P 38 8/18/09 will 3-4 8.4 108.1 12 108.4 99.7 98 P 39 1will 4-5 11.2 107.9 12 108.4 99.5 98 P Remarks: • Elevations are above pipe invert. • Field density tests were performed in general compliance with ASTM D6938, Density of Soil in Place by Nuclear Methods. • Hand Cone Penetrometer (HCP) tests, in conjunction with information about the soil type, are empirically correlated to the relative density of the subsurface soils. • Laboratory Proctor maximum dry density was determined in accordance with AASHTO T 99 & AASHTO T 180. IlServer-ainelcoinpanyUH DatalMercon Construction Company - Golden Corral, 10753 U.S. Hwy. 1, PSL - PSL22480rainagell-59 - Storm Drian Baclfill - Den. A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE PORT ST. LUCIE, FLORIDA 34986 OFFICE: (772) 924-3575 FAX: (772) 924-3580 DENSITY OF SOIL IN PLACE Client: Mercon Construction Company 133 E. Pine Avenue Longwood, Florida 32750 Contractor: Client Site: Golden Corral, 10753 US Highway 1 Port St. Lucie, St. Lucie County, Florida Storm Drain Backfill Report Date: August 24, 2009 Project No.: PSL2248D Lab No.: 1-59 Technician: B. Leadley Page No.: 3 of 4 Test No. Date Tested Location Eleva- tion (11) Field Test Results Proctor Dry Density I ( c■) Compaction Pass/ Fail HCP HZO Dry Density ( ef) Probe Depth (in) In Place M Min Req'd M 40 8/11/09 At CB-7 0-1 10.4 108.0 12 108.4 99.6 98 P 41 fill 1-2 11.21 107.4 12 108.4 99.1 1 98 P 42 lift 2-3 9.6 106.9 12 108.4 98.6 1 98 P 43 8/18/09 fill 3-4 1 10.6 108.7 12 108.4 100.3 98 P 44 lift 4-5 11.4 107.9 12 108.4 99.5 98 P 45 8/11/09 30' South of CB-7 0-1 9.7 108.9 12 108.4 100.5 98 P 46 fill 1-2 10.4 107.9 12 108.4 99.5 98 P 47 fill 2-3 9.1 108.2 12 108.4 99.8 98 P 48 8/18/09 fill 3-4 10.9 108.6 12 108.4 100.2 98 P 49 fill 4-5 11.6 108.8 12 108.4 100.4 98 P 50 8/12/09 At CB-8 0-1 11.4 107.4 12 108.4 99.1 98 P 51 fill 1-2 10.6 108.9 12 108.4 100.5 98 P 52 8/13/09 fill 2-3 11.2 107.4 12 108.4 99.1 98 P 53 lilt 3-4 9.4 106.9 12 108.4 98.6 98 P 54 lift 4-5 11.2 108.2 12 108.4 99.8 98 P Remarks: • Elevations are above pipe invert. • Field density tests were performed in general compliance with ASTM D6938, Density of Soil in Place by Nuclear Methods. • Hand Cone Penetrometer (HCP) tests, in conjunction with information about the soil type, are empirically correlated to the relative density of the subsurface soils. • Laboratory Proctor maximum dry density was determined in accordance with AASHTO T 99 & AASHTO T 180. llServer-an:elconipanyUM DatalMercon Construction Company - Golden Corral, 10753 U.S. My. 1, PSL - PSL22480rainagell-59 - Storm Drian Backfill - Den. r A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE PORT ST. LUCIE, FLORIDA 34986 OFFICE: (772) 924-3575 FAX: (772) 924-3580 DENSITY OF SOIL IN PLACE Client: Mercon Construction Company 133 E. Pine Avenue Longwood, Florida 32750 Contractor: Client Site: Golden Corral,10753 US Highway 1 Port St. Lucie, St. Lucie County, Florida Storm Drain Backfill Report Date: August 24, 2009 Project No.: PSL2248D Lab No.: 1-59 Technician: B. Leadley Page No.: 4 of 4 Test No. Date Tested Location Eleva- tion (ft) Field Test Results Proctor Ma Dry Density (pcf) Compaction Pass/ Fail 7HCP�2.0Density Dry (pcf) Probe Depth (in) In Place (%) Min Req'd (%) 55 8/18/09 40' South of CB-8 0-1 9.6 1 108.1 12 108.4 99.7 98 P 56 11" 1-2 10.4 107.6 12 108.4 99.3 98 P 57 8/19/09 "" 2-3 11.7 107.9 12 108.4 99.5 98 P 58 "" 3-4 9.9 107.1 12 108.4 98.8 98 P 59 "" 4-5 10.1 107.4 12 108.4 99.1 98 P Remarks: • Elevations are above pipe invert. • Field density tests were performed in general compliance with ASTM D6938, Density of Soil in Place by Nuclear Methods. • Hand Cone Penetrometer (HCP) tests, in conjunction with information about the soil type, are empirically correlated to the relative density of the subsurface soils. • Laboratory Proctor maximum dry density was determined in accordance with AASHTO T 99 & AASHTO T 180. Distribution: Client - 2 PCM/ah Reviewed by: ; A. M. ENGI NE�TNG AND TESTING, INC. Paul C. Martin, P.E. . Florida Registration No. 65051 IlServer-amelcompanyL4MDatalA,fercort Construction Company - Golden Corral, 10753 U.S. Hivy. 1, PSL - PSL22480rainageU-59 - Storm Drian Backfill - Den. A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE PORT ST. LUCIE, FLORIDA 34986 OFFICE: (772) 924-3575 FAX: (772) 924-3580 DENSITY OF SOIL IN PLACE Client: Mercon Construction Company 133 E. Pine Avenue Longwood, Florida 32750 Contractor: Client Site: Golden Corral,10753 US Highway 1 Port St. Lucie, St. Lucie County, Florida Embankment / Pipe Backfill Report Date: August 25, 2009 Project No.: PSL2248D Lab No.: 60-66 Technician: R. Ankrom Page No.: 1 of 1 Field Test Results Proctor Compaction Eleva- Max Dry Probe In Min Test Date Location tion Dry Pass/ No. Tested (ft) HCP HZO Density Depth Density Place Req'd Fail (cf) (in) (cf) (%) (%) 60 7/22/09 15" HDPE Between Retention Areas at 0-1 45 10.6 109.2 12 108.0 101.1 100 P US 1 Right of Way, Right 61 15" 14DPE Between Retention Areas at 0-1 40 9.4 108.1 12 108.0 100.1 100 P US 1 Right of Way, Left 62 "" 1-2 45 9.9 109.5 12 108.0 101.4 100 P 63 lift 2-3 45 11.31 108.8 12 108.0 100.7 100 P 64 lift 3-4 40 9.8 108.4 12 108.0 100.4 100 P 65 fill 4-5 40 8.3 109.1 12 108.0 101.0 100 P 66 fill 5-6 50 6.2 110.4 12 108.0 102.2 1 100 P Remarks: • Elevations are above bottom of pipe. • Field density tests were performed in general compliance with ASTM D6938, Density of Soil in Place by Nuclear Methods. • Hand Cone Penetrometer (HCP) tests, in conjunction with information about the soil type, are empirically correlated to the relative density of the subsurface soils. • Laboratory Proctor maximum dry density was determined in accordance with AASHTO T 99. Distribution: Client - 2 PCM/ah Reviewed by: - A. M. ENGINEERING AND TESTING, INC. Paul C. Martin, P.E. Florida Registration No. 65051 IIServer-amelconipanyW jVl DataWercon Construction Company - Golden Corral, 10753 U.S. Huy. 1. PSL - PSL22480rainagel60-66 - Embankment - Pipe Backfill - Den. . A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE PORT ST. LUCIE, FLORIDA 34986 OFFICE: (772) 924-3575 FAx: (772) 924-3580 DENSITY OF SOIL IN PLACE Client: Mercon Construction Company 133 E. Pine Avenue Longwood, Florida 32750 Contractor: Client Site: Golden Corral,10753 US Highway 1 Port St. Lucie, St. Lucie County, Florida Storm Drain Backfill Report Date: September 15, 2009 Project No.: PSL2248D Lab No.: 67-147 Technician: B. Leadley Page No.: 1 of 5 Test No. Date Tested Location Eleva- tion (ft) Field Test Results Proctor Dry Density (cf) Compaction Pass/ Fail HCP HZO Dry Density (cf) Probe Depth (in) In Place (%) Min Req'd %) 67 8/21/09 At CB-5 0-1 9.9 1 107.9 12 108.4 99.5 98 P 68 '111 1-2 10.6 106.8 12 108.4 98.5 98 P 69 fill 2-3 10.4 108.2 12 108.4 99.8 98 P 70 lilt 3-4 11.8 106.4 12 108.4 98.2 98 P 71 8/24/09 "" 4-5 11.4 106.9 12 108.4 98.6 98 P 72 I'll 5-6 10.9 107.4 12 108.4 99.1 98 P 73 fill 6-7 11.2 107.7 12 108.4 99.4 98 P 74 8/21/09 50' East of CB-5 0-1 10.6 106.4 12 108.4 98.2 98 P 75 fill 1-2 11.8 107.2 12 108.4 98.9 98 P 76 fill 2-3 12.41 107.9 12 108.4 99.5 98 P 77 fill 3-4 11.9 108.5 12 108.4 100.1 98 P 78 8/24/09 fill 4-5 9.7 107.2 12 108.4 98.9 98 P 79 fill 5-6 11.4 107.6 12 108.4 99.3 98 P 80 fill 6-7 10.8 107.4 12 108.4 99.1 98 P 81 8/21/09 At CB-11 0-1 10.4 107.7 12 108.4 99.4 98 P 82 fill 1-2 11.8 107.7 12 108.4 99.4 98 P 83 "" 2-3 13.1 107.8 12 108.4 99.4 98 P 84 fill 3-4 11.4 108.2 12 108.4 99.8 98 P 85 8/24/09 fill 4-5 1 12.81 107.4 12 108.4 99.1 98 P 86 lilt 5-6 12.11 107.0 12 108.4 98.7 98 P 87 lilt 6 - 7 10.81 106.9 a 12 108.4 98.6 98 P Remarks: • Elevations are above pipe invert. • Field density tests were performed in general compliance with ASTM D6938, Density of Soil in Place by Nuclear Methods. • Hand Cone Penetrometer (HCP) tests, in conjunction with information about the soil type, are empirically correlated to the relative density of the subsurface soils. • Laboratory Proctor maximum dry density was determined in accordance with AASHTO T 180. IlServer-amelcompanyUMDataWercon Construction Company -Golden Corral, 10753 U.S Hwy. 1, PSL - PSL22481Drainage167-147- Storm Drian Baclfill - Den. ;r A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE PORT ST. LUCIE, FLORIDA 34986 OFFICE: (772) 924-3575 FAX: (772) 924-3580 DENSITY OF SOIL IN PLACE Client: Mercon Construction Company 133 E. Pine Avenue Longwood, Florida 32750 Contractor: Client Site: Golden Corral,10753 US Highway 1 Port St. Lucie, St. Lucie County, Florida Storm Drain Backfill Report Date: September 15, 2009 Project No.: PSL2248D Lab No.: 67-147 Technician: B. Leadley Page No.: 2 of 5 Test No. Date Tested Location Eleva- tion (ft) Field Test Results Proctor Max Dry Density (cf) Compaction Pass/ Fail HCP H2O Dry Density (cf) Probe Depth (in) In Place %) Min Req'd (%) 88 8/24/09 At CB-11 7-8 10.1 107.4 12 108.4 99.1 98 P 89 "" 8-9 9.7 107.8 12 108.4 99.4 1 98 P 90 8/25/09 50' East of CB-11 0-1 10.4 108.2 12 108.4 99.8 98 P 91 "" 1-2 12.6 107.9 12 108.4 99.5 98 P 92 lilt 2-3 12.1 107.1 12 108.4 98.8 98 P 93 fill 3-4 1 13.11 106.8 12 108.4 98.5 98 P 94 "" 4-5 12.4 107.8 12 108.4 99.4 98 P 95 8/27/09 fill 5-6 12.9 107.2 12 108.4 98.9 98 P 96 fill 6-7 13.4 107.7 12 108.4 99.4 98 P 97 fill 7-8 11.9 108.1 12 108.4 99.7 98 P 98 fill 8-9 12.4 107.5 12 108.4 99.2 98 P 99 8/25/09 At CB-16 0-1 13.2 107.2 12 108.4 98.9 98 P 100 fill 1-2 11.4 107.7 12 108.4 99.4 98 P 101 fill 2-3 12.61 107.8 12 108.4 99.4 98 P 102 fill 3-4 11.9 108.1 12 108.4 99.7 98 P 103 fill 4-5 12.4 108.2 12 108.4 99.8 98 P 104 8/27/09 fill 5-6 11.4 107.4 12 108.4 99.1 98 P 105 lilt 6-7 10.9 106.9 12 108.4 98.6 98 P 106 11" 7-8 1 11.71 107.2 1 12 1 108.4 98.9 98 P 107 "" 8-9 1 1 12.41 107.7 1 12 1 108.4 99.4 98 P Remarks: • Elevations are above pipe invert. • Field density tests were performed in general compliance with ASTM D6938, Density of Soil in Place by Nuclear Methods. • Hand Cone Penetrometer (HCP) tests, in conjunction with information about the soil type, are empirically correlated to the relative density of the subsurface soils. • Laboratory Proctor maximum dry density was determined in accordance with AASHTO T 180. IlServer-amelcompanyL4MDatalMercon Construction Company - Golden Corral, 10753 U.S. Hwy. 1, PSL - PSL22480rainagel67-147 - Storm Drian Backfill - Den. A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE PORT ST. LUCIE, FLORIDA 34986 OFFICE: (772) 924-3575 FAX: (772) 924-3580 DENSITY OF SOIL IN PLACE Client: Mercon Construction Company 133 E. Pine Avenue Longwood, Florida 32750 Contractor: Client Site: Golden Corral,10753 US Highway 1 Port St. Lucie, St. Lucie County, Florida Storm Drain Backtill Report Date: September 15, 2009 Project No.: PSL2248D Lab No.: 67-147 Technician: B. Leadley Page No.: 3 of 5 Test No. Date Tested Location Eleva- tion (ft) Field Test Results Proctor Dry Density ( cf) Compaction Pass/ Fail HCP HZO Dry Density ( cf) Probe Depth (in) In Place (%) Min Req'd M 108 8/27/09 20' East of CB-16 0-1 11.7 107.9 12 108.4 99.5 98 P 109 fill 1-2 1 12.61 108.1 12 108.4 99.7 98 P 110 fill 2-3 12.4 108.3 12 108.4 99.9 98 P 111 fill 3-4 13.1 107.4 12 108.4 99.1 98 P 112 fill 4-5 12.9 107.2 12 108.4 98.9 98 P 113 8/28/09 fill 5-6 11.4 107.7 12 108.4 99.4 98 P 114 lift 6-7 1 12.71 106.9 12 108.4 98.6 98 P 115 will 7-8 11.7 107.4 12 108.4 99.1 98 P 116 fill 8-9 12.6 107.7 12 108.4 1 99.4 98 P 117 At CB-9 0-1 10.4 107.9 12 108.4 99.5 98 P 118 fill 1-2 11.2 108.2 12 108.4 99.8 98 P 119 fill 2-3 9.9 107.7 12 108.4 99.4 98 P 120 fill 3-4 10.6 107.4 12 108.4 99.1 98 P 121 50' East of CB-9 0-1 9.1 108.2 12 108.4 99.8 98 P 122 fill 1-2 10.7 107.4 12 108.4 99.1 98 P 123 fill 2-3 11.7 107.7 12 108.4 99.4 98 P 124 I'll 3-4 1 12.61 106.9 12 108.4 98.6 98 P Remarks: • Elevations are above pipe invert. • Field density tests were performed in general compliance with ASTM D6938, Density of Soil in Place by Nuclear Methods. • Hand Cone Penetrometer (HCP) tests, in conjunction with information about the soil type, are empirically correlated to the relative density of the subsurface soils. • Laboratory Proctor maximum dry density was determined in accordance with AASHTO T 180. IlServer-amelcompanyUMDatalMercon Construction Company - Golden Corral, 10753 U.S. Hwy. 1, PSL - PSL224MDrainageW-147 - Storm Drian Baclfill - Den. A. A ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE PORT ST. LUCIE, FLORIDA 34986 OFFICE: (772) 924-3575 FAx: (772) 924-3580 DENSITY OF SOIL IN PLACE Client: Mercon Construction Company 133 E. Pine Avenue Longwood, Florida 32750 Contractor: Client Site: Golden Corral,10753 US Highway 1 Port St. Lucie, St. Lucie County, Florida Storm Drain Backfill Report Date: September 15, 2009 Project No.: PSL2248D Lab No.: 67-147 Technician: B. Leadley Page No.: 4 of 5 Test No. Date Tested Location Eleva- tion (ft) Field Test Results PMaxor Dry Density ( cf) Compaction Pass/ Fail THCP�2.0 Dry Density ( cf) Probe Depth (in) In Place %) Min Req'd 125 8/31/09 50' South of CB-11 0-1 10.6 107.4 12 108.4 99.1 98 P 126 left 1-2 11.4 107.6 12 108.4 99.3 98 P 127 will 2-3 11.9 107.9 12 108.4 99.5 98 P 128 9/1/09 fill 3-4 12.7 108.8 12 108.4 100.4 98 P 129 fill 4-5 12.9 107.1 12 108.4 98.8 98 P 130 fill 5-6 1 11.81 106.9 12 108.4 98.6 98 P 131 9/2/09 will 6-7 12.4 107.5 12 108.4 99.2 98 P 132 lilt 7-8 10.9 107.2 12 108.4 98.9 98 P 133 evil 8-9 10.6 107.9 12 108.4 99.5 98 P 134 At CB-13 0-1 11.8 108.4 12 108.4 100.0 98 P 135 fill 1-2 1 12.41 107.7 12 108.4 99.4 98 P 136 11" 2-3 11.9 106.8 12 108.4 98.5 98 P 137 fill 3-4 12.7 107.2 12 108.4 98.9 98 P 138 lilt 4-5 12.4 106.8 12 108.4 98.5 98 P 139 9/3/09 lilt 5-6 11.8 108.1 12 108.4 99.7 98 P 140 fill 6-7 1 12.71 107.5 12 108.4 99.2 98 P 141 fill 7-8- 1 12.51 106.9 12 108.4 98.6 98 P EP 142 1 1 I'll 8-9 1 11.41 107.7 12 108.4 99.4 98 Remarks: • Elevations are above pipe invert. • Field density tests were performed in general compliance with ASTM D6938, Density of Soil in Place by Nuclear Methods. • Hand Cone Penetrometer (HCP) tests, in conjunction with information about the soil type, are empirically correlated to the relative density of the subsurface soils. • Laboratory Proctor maximum dry density was determined in accordance with AASHTO T 180. IlServer-amelcompanyL4MDatalMercon Construction Company - Golden Corral, 10753 U.S. Hwy. 1, PSL - PSL22480rainage167-147 - Storm Drian Backfill - Den. ,. 1 A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE PORT ST. LUCIE, FLORIDA 34986 OFFICE: (772) 924-3575 FAX: (772) 924-3580 DENSITY OF SOIL IN PLACE Client: Mercon Construction Company 133 E. Pine Avenue Longwood, Florida 32750 Contractor: Client Site: Golden Corral,10753 US Highway 1 Port St. Lucie, St. Lucie County, Florida Storm Drain Backfill Report Date: September 15, 2009 Project No.: PSL2248D Lab No.: 67-147 Technician: B. Leadley Page No.: 5 of 5 Test No. Date Tested Location Eleva- tion (ft) Field Test Results PMax r Dry Density (cf) Compaction Pass/ Fail 7HCP�2.0Density Dry (cf) Probe Depth (in) In Place %) Min Req'd (%) 143 9/2/09 10' East of CB-13 0-1 12.6 108.5 12 108.4 100.1 98 P 144 fill 1-2 11.7 107.2 12 108.4 98.9 98 P 145 "" 2-3 10.9 107.0 12 108.4 98.7 98 P 146 9/3/09 lilt 3-4 13.4 106.6 12 108.4 98.3 98 P 147 "" 1 4-5 1 1 12.91 107.2 1 12 1 108.4 1 98.9 98 P Remarks: • Elevations are above pipe invert. • Field density tests were performed in general compliance with ASTM D6938, Density of Soil in Place by Nuclear Methods. • Hand Cone Penetrometer (HCP) tests, in conjunction with information about the soil type, are empirically correlated to the relative density of the subsurface soils. • Laboratory Proctor maximum dry density was determined in accordance with AASHTO T 180. Distribution: Client - 2 PCM/ah Reviewed by: A. M. ENGINEERING AND TESTING, INC. Paul C. Martin, P:E. Florida Registration No..6.5051. llServer-amel companyUM DatalMercon Construction Company -Golden Corral, 10753 US. Hwy. 1, PSL - PSL22481Drainagel67-147 - Storm Drian Backfill - Den. A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE PORT ST. LUCIE, FLORIDA 34986 OFFICE: (772) 924-3575 FAx: (772) 924-3580 DENSITY OF SOIL IN PLACE Client: Mercon Construction Company 133 E. Pine Avenue Longwood, Florida 32750 Contractor: Client Site: Golden Corral,10753 US Highway 1 Port St. Lucie, St. Lucie County, Florida Storm Drain Backfill Report Date: October 2, 2009 Project No.: PSL2248D Lab No.: 148-159 Technician: B. Leadley Page No.: 1 of 1 Test No. Date Tested Location Eleva- tion (ft) Field Test Results PM x Dry Density (cf) Compaction Pass/ Fail HCP HZO Dry Density (cf) Probe Depth (in) In Place (% Min Req'd (% 148 9/2/09 At CB-14 0-1 11.4 107.7 12 108.4 99.4 98 P 149 fill 1-2 12.6 108.1 12 108.4 99.7 98 P 150 fill 2-3 12.9 107.6 12 108.4 99.3 98 P 151 9/1/09 At CB-10 0-1 11.7 107.7 12 108.4 99.4 98 P 152 lift 1-2 12.6 108.1 12 108.4 99.7 98 P 153 11" 2-3 11.4 106.6 12 108.4 98.3 98 P 154 fill 3-4 11.1 106.9 12 108.4 98.6 98 P 155 lift 4-5 12.9 107.2 12 108.4 98.9 98 P 156 fill 5-6 1 11.91 106.8 12 108.4 98.5 98 P 157 9/2/09 fill 6-7 12.6 107.7 12 108.4 99.4 98 P 158 fill 7-8 13.1 107.1 12 108.4 98.8 98 P 159 fill 8-9 12.7 106.9 12 108.4 98.6 98 P Remarks: • Elevations are above pipe invert. • Field density tests were performed in general compliance with ASTM D6938, Density of Soil in Place by Nuclear Methods. • Hand Cone Penetrometer (HCP) tests, in conjunction with information about the soil type, are empirically correlated to the relative density of the subsurface soils. • Laboratory Proctor maximum dry density was determined in accordance with AASHTO T 180. Distribution: Reviewed by: Client - 2 A. M. ENGINEERING AND TESTING, INC. Paul C. Martin,.P.E.- ` PCM/ah Florida Registration No. 65051 IlServer-amelcompanyUMDatalMercon Construction Company - Golden Corral, 10753 U.S. Hwy. 1, PSL - PSL22480rainagel148-159 - Storm Drian Backfill - Den. . A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE PORT ST. LUCIE, FLORIDA 34986 OFFICE: (772) 924-3575 FAX: (772) 924-3580 DENSITY OF SOIL IN PLACE Client: Mercon Construction Company 133 E. Pine Avenue Longwood, Florida 32750 Contractor: Client Site: Golden Corral,10753 US Highway 1 Port St. Lucie, St. Lucie County, Florida Water Main Backfill Report Date: November 25, 2009 Project No.: PSL2248WM Lab No.: 1-26 Technician: B. Leadley Page No.: 1 of 2 Field Test Results Proctor Compaction Eleva- Max Dry Probe In Min Test Date Location tion Dry Pass/ No. Tested (ft) HCP HZO Density Depth Density Place Req'd Fail cf) (in) (cf) (%) (%) 1 9/24/09 Northeast to West Run, 20' East of 0-1 10.4 107.7 12 108.4 99.4 98 P West End 2 fill 1-2 9.9 107.4 12 108.4 99.1 98 P 3 9/25/09 fill 2-3 11.61 108.2 12 108.4 99.8 98 P 4 9/24/09 Northeast to West Run, 75' West of 0-1 12.1 108.1 12 108.4 99.7 98 P East End 5 "" 1-2 11.61 106.9 12 108.4 98.6 98 P 6 9/25/09 fill 2-3 10.9 106.7 12 108.4 98.4 98 P 7 9/23/09 North to South Run, 75' South of North End 0-1 10.7 107.7 12 108.4 99.4 98 P 8 "" 1-2 10.6 106.4 12 108.4 98.2 98 P 9 9/24/09 "" 2-3 12.71 106.7 12 108.4 98.4 98 P 10 Southeast to West Run, 30' East of 0-1 10.7 108.2 12 108.4 99.8 98 P West End 11 fill 1-2 9.9 106.6 12 108.4 98.3 98 P 12 9/25/09 "" 2-3 10.4 107.7 12 108.4 99.4 98 P 13 9/24/09 Southeast to West Run, 50' West of 0-1 10.4 107.4 12 108.4 99.1 98 P East End 14 fill 1-2 11.6 107.2 12 108.4 98.9 98 P 15 9/25/09 fill 2-3 10.9 106.9 12 108.4 98.6 98 P Remarks: • Elevations are above top of pipe. • Field density tests were performed in general compliance with ASTM D6938, Density of Soil in Place by Nuclear Methods. • Hand Cone Penetrometer (HCP) tests, in conjunction with information about the soil type, are empirically correlated to the relative density of the subsurface soils. • Laboratory Proctor maximum dry density was determined in accordance with AASHTO T 180. IlServer-amelcompanyL4MDatalMercon Construction Company -Golden Corral, 10753 U.S. Hwy. 1, PSL - PSL22481Water Main11-26 - Water Main BF - Den. A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE PORT ST. LUCIE, FLORIDA 34986 OFFICE: (772) 924-3575 FAX: (772) 924-3580 DENSITY OF SOIL IN PLACE Client: Mercon Construction Company 133 E. Pine Avenue Longwood, Florida 32750 .Contractor: Client Site: Golden Corral, 10753 US Highway 1 Port St. Lucie, St. Lucie County, Florida Water Main Backfill Report Date: November 25, 2009 Project No.: PSL2248WM Lab No.: 1-26 Technician: B. Leadley Page No.: 2 of 2 Field Test Results Proctor Compaction Eleva- Max Dry Probe In Min Test Date Location tion Dry Pass/ No. Tested 00 HCP HZO Density Depth Density Place Req'd Fail ( ct) (in) (pet) M M 16 9/29/09 North to South Run, East Side of South End 0 - 11 9.1 108.0 12 108.4 99.6 98 P Property, 20' North of 17 fill 1 - 2 10.1 107.9 12 108.4 99.5 98 P 18 fill 2-3 11.01 107.1 12 108.4 98.8 98 P North to South Run, East Side of 0-1 11.2 107.8 12 108.4 99.4 98 P 19 Property, 20' South of Not End 20 fill 1-2 10.91 106.4 12 108.4 98.2 98 P 21 fill 2-3 10.11 108.2 12 108.4 99.8 98 P 22 10/8/09 Dry Retention Area Approx. 75' East 0-1 10.6 108.1 12 108.4 99.7 98 P & 11' North of MH-3 23 fill 1-2 10.11 108.7 12 108.4 100.3 98 P 24 fill 2-3 11.11 108.4 12 108.4 100.0 98 P 25 fill 3-4 10.21 108.2 12 108.4 99.8 98 P 26 fill 4-5 11.4 108.8 12 108.4 100.4 98 L P Remarks: • Elevations are above top of pipe. • Field density tests were performed in general compliance with ASTM D6938, Density of Soil in Place by Nuclear Methods. • Hand Cone Penetrometer (HCP) tests, in conjunction with information about the soil type, are empirically correlated to the relative density of the subsurface soils. • Laboratory Proctor maximum dry density was determined in accordance with AASHTO T 180. Distribution: Reviewed by: ; Client - 2 A. M. ENG ERIlY AND TESTING, INC. 1i�3 ��05 Paul C. Martin, PI.E. PCM/ah Florida Registration No. 65051 . IlServer-anielcon:panyUM DatalMercon Construction Company -Golden Corral, 10753 U.S. Hivy. 1, PSL - PSL22481 Water Mainll-26 - Water Main BF - Den. A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE PORT ST. LUCIE, FLORIDA 34986 OFFICE: (772) 924-3575 FAX: (772) 924-3580 DENSITY OF SOIL IN PLACE Client: Mercon Construction Company 133 E. Pine Avenue Longwood, Florida 32750 Contractor: Client Site: Golden Corral,10753 US Highway 1 Port St. Lucie, St. Lucie County, Florida Sewer Line Backfill Report Date: November 24, 2009 Project No.: PSL2248S Lab No.: 1-88 Technician: B. Leadley Page No.: 1 of 5 Test No. Date Tested Location Eleva- tion (ft) Field Test Results Proctor Dry Density (cf) Compaction Pass/ Fail 7HCP�2.0Density Dry ( cf) Probe Depth (in) In Place (%) Min Req'd (%) 1 9/30/09 At EX-1, North,Side 0-1 1 10.61 106.8 12 108.4 98,5 98 P 2 At EX-1, South Side 0-1 10.21 106.7 12 108.4 98.4 1 98 P 3 At EX-1, North Side 1-2 9.9 107.1 12 108.4 98.8 98 P 4 At EX-1, South Side 1-2 10.8 106.5 12 108.4 98.2 98 P 5 fill 2-3 10.4 106.9 12 108.4 98.6 98 P 6 fill 3-4 11.6 107.4 12 108.4 99.1 98 P 7 fill 4-5 9.2 1 107.7 12 108.4 99.4 98 P 8 10/12/09 fill 5-6 10.11 107.1 12 108.4 98.8 98 P 9 fill 6-7 10.11 107.7 12 108.4 99.4 98 P 10 fill 7-8 10.81 107.9 12 108.4 99.5 98 P 11 9/30/09 50' West of EX-1, North Side 0-1 11.41 107.9 12 108.4 99.5 98 P 12 50' West of EX-1, South Side 0-1 12.11 107.9 12 108.4 99.5 98 P 13 50' West of EX-1, North Side 1-2 11.61 108.2 12 108.4 99.8 98 P 14 50' West of EX-1, South Side 1-2 11.71 107.5 12 108.4 99.2 98 P 15 fill 2-3 12.41 107.6 12 108.4 99.3 98 P 16 fill 3-4 10.6 107.7 12 108.4 99.4 98 P 17 fill 4-5 10.2 107.2 12 108.4 98.9 98 P 18 fill 5-6 10.4 107.1 12 108.4 98.8 98 P 19 10/12/09 fill 6-7 10.7 107.2 12 108.4 98.9 98 P 20 fill 7-8 10.2 106.9 1 12 108.4 98.6 98 P Remarks: • Elevations are above top of pipe. • Field density tests were performed in general compliance with ASTM D6938, Density of Soil in Place by Nuclear Methods. • Hand Cone Penetrometer (HCP) tests, in conjunction with information about the soil type, are empirically correlated to the relative density of the subsurface soils. • Laboratory Proctor maximum dry density was determined in accordance with AASHTO T 180. llServer-amelcompanyUMDatalMercon Construction Company -Golden Corral, 10753 U.S. Hwy.], PSL - PSL22481Sewerll-88 - Sewer Line BF- Den. A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE PORT ST. LUCIE, FLORIDA 34986 OFFICE: (772) 924-3575 FAX: (772) 924-3580 DENSITY OF SOIL IN PLACE Client: Mercon Construction Company 133 E. Pine Avenue Longwood, Florida 32750 Contractor: Client Site: Golden Corral,10753 US Highway 1 Port St. Lucie, St. Lucie County, Florida Sewer Line Backfill Report Date: November 24, 2009 Project No.: PSL2248S Lab No.: 1-88 Technician: B. Leadley Page No.: 2 of 5 Test No. Date Tested Location Eleva- tion (ft) Field Test Results Proctor Dry Density cf) Compaction Pass/ Fail HCP HZO Dry Density ( cf) Probe Depth (in) In Place M Min Req'd %) 21 10/8/09 75' North of MH-3, East Side 0-1 11.4 107.4 12 108.4 99.1 98 P 22 75' North of MH-3, West Side 0-1 1 10.91 107.7 12 108.4 99.4 98 P 23 75' North of MH-3, East Side 1-2 1 10.61 107.1 12 108.4 98.8 98 P 24 75' North of MH-3, West Side 1-2 11.21 106.9 12 108.4 98.6 98 P 25 50' North of MH-3 2-3 10.9 107.7 12 108.4 99.4 98 P 26 10/12/09 fill 3-4 9.8 107.2 12 108.4 98.9 98 P 27 100' North of MH-3 4-5 9.1 107.4 12 108.4 99.1 98 P 28 fill 5-6 110.41 108.1 12 1 108.4 99.7 98 P 29 1 10/13/09 75' West of MH-2, North Side 0-1 11.4 107.6 12 108.4 99.3 98 P 30 75' West of MH-2, South Side 0-1 11.7 108.1 12 108.4 99.7 98 P 31 75' West of MH-2, North Side 1-2 10.9 107.2 12 108.4 98.9 98 P 32 75' West of MH-2, South Side 1-2 1 10.2 107.7 12 1 108.4 99.4 98 P 33 fill 2-3 11.11 107.9 12 108.4 99.5 98 P 34 fill 3-4 9.8 1 107.8 12 108.4 99.4 98 P 35 10/14/09 50' West of MH-2 4-5 10.2 107.4 12 108.4 99.1 98 P 36 fill 5-6 9.9 107.7 12 108.4 99.4 98 P 37 "" 6-7 9.4 107.1 12 108.4 98.8 98 P Remarks: • Elevations are above top of pipe. • Field density tests were performed in general compliance with ASTM D6938, Density of Soil in Place by Nuclear Methods. • Hand Cone Penetrometer (HCP) tests, in conjunction with information about the soil type, are empirically correlated to the relative density of the subsurface soils. • Laboratory Proctor maximum dry density was determined in accordance with AASHTO T 180. IlServer-amelcompanyUMDatalMercon Construction Company -Golden Corral, 10753 U.S. Hwy.], PSL - PSL22481Sewerll-88 - Sewer Line BF- Den. I .' y A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE PORT ST. LuCIE, FLORIDA 34986 OFFICE: (772) 924-3575 FAX: (772) 924-3580 DENSITY OF SOIL IN PLACE Client: Mercon Construction Company 133 E. Pine Avenue Longwood, Florida 32750 Contractor: Client Site: Golden Corral,10753 US Highway 1 Port St. Lucie, St. Lucie County, Florida Sewer Line Backfill Report Date: November 24, 2009 Project No.: PSL2248S Lab No.: 1-88 Technician: B. Leadley Page No.: 3 of 5 Test No. Date Tested Location Eleva- tion (ft) Field Test Results PMaxor Dry Density ( cf) Compaction Pass/ Fail HCP HZO Dry Density cf) Probe Depth (in) In Place (%) Min Req'd %) 38 10/13/09 75' East of MH-1, North Side 0 - 1 11.6 107.5 12 108.4 99.2 98 P 39 75' East of MH-1, South Side 0-1 11.11 107.4 12 108.4 99.1 98 P 40 75' East of MH-1, North Side 1-2 12.4 107.7 12 108.4 99.4 98 P 41 75' East of MH-1, South Side 1-2 11.7 107.2 12 108.4 98.9 98 P 42 fill 2-3 10.9 106.4 12 108.4 98.2 98 P 43 10/14/09 60' East of MH-1 3-4 10.4 107.1 12 108.4 98.8 98 P 44 lilt 4-5 10.91 107.4 12 108.4 99.1 98 P 45 fill 5-6 10.6 106.9 12 108.4 98.6 98 P 46 25' North of MH-2, West Side 0-1 11.2 107.7 12 108.4 99.4 98 P 47 25' North of MH-2, East Side 0-1 11.1 107.2 12 108.4 98.9 98 P 48 25' North of MH-2, West Side 1-2 10.7 106.9 12 108.4 98.6 98 P 49 25' North of MH-2, East Side 1-2 1 10.91 107.4 12 108.4 99.1 98 P 50 10/15/09 fill 2-3 11.2 107.2 12 108.4 98.9 98 P 51 fill 3-4 10.6 107.1 12 108.4 98.8 98 P 52 "" 4-5 10.9 106.8 12 108.4 98.5 98 P 53 fill 5-6 11.0 108.2 12 108.4 99.8 98 P Remarks: • Elevations are above top of pipe. • Field density tests were performed in general compliance with ASTM D6938, Density of Soil in Place by Nuclear Methods. • Hand Cone Penetrometer (HCP) tests, in conjunction with information about the soil type, are empirically correlated to the relative density of the subsurface soils. • Laboratory Proctor maximum dry density was determined in accordance with AASHTO T 180. llServer-amelcompanyL4M DatalMercon Construction Company -Golden Corral, 10753 U.S. Hwy. 1, PSL - PSL22481Sewerll-88 - Sewer Line BF- Den. A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE PORT ST. LUCIE, FLORIDA 34986 OFFICE: (772) 924-3575 FAX: (772) 924-3580 DENSITY OF SOIL IN PLACE Client: Mercon Construction Company 133 E. Pine Avenue Longwood, Florida 32750 Contractor: Client Site: Golden Corral,10753 US Highway 1 Port St. Lucie, St. Lucie County, Florida Sewer Line Backfill Report Date: November 24, 2009 Project No.: PSL2248S Lab No.: 1-88 Technician: B. Leadley Page No.: 4 of 5 Test No. Date Tested Location Eleva- tion (ft) Field Test Results Proctor Dry Density (cf) Compaction Pass/ Fail HCP HZO Dry Density ( cf) Probe Depth (in) In Place M Min Req'd M 54 10/15/09 At MH-3, East Side 0-1 10.9 106.9 12 108.4 98.6 98 P 55 At MH-3, West Side 0-1 11.1 106.6 12 108.4 98.3 98 P 56 At MH-3, East Side 1-2 10.6 106.5 12 108.4 98.2 98 P 57 At MH-3, West Side 1-2 11.1 106.4 12 108.4 98.2 98 P 58 "" 2-3 11.7 107.1 12 108.4 98.8 98 P 59 fill 3-4 10.91 106.2 12 108.4 98.0 98 P 60 fill 4-5 10.4 106.3 12 108.4 98.1 98 P 61 fill 5-6 9.6 106.6 12 108.4 98.3 98 P 62 pill 6-7 10.7 107.1 12 108.4 98.8 98 P 63 loll 7-8 11.1 106.4 12 108.4 98.2 98 P 64 At MH-2, East Side 0-1 10.11 107.2 12 108.4 98.9 98 P 65 At MH-2, West Side 0-1 10.11 107.4 12 108.4 99.1 98 P 66 At MH-2, East Side 1-2 11.21 106.4 12 108.4 98.2 98 P 67 At MH-2, West Side 1-2 10.91 108.1 12 108.4 99.7 98 P 68 fill 2-3 11.7 107.2 12 108.4 98.9 98 P 69 fill 3-4 10.6 107.7 12 108.4 99.4 98 P 70 fill 4-5 9.7 106.9 12 108.4 98.6 98 P 71 fill 5-6- 9.9 106.6 12 108.4 98.3 98 P 72 fill 6-7 1 10.41 107.4 12 108.4 99.1 98 P Remarks: • Elevations are above top of pipe. • Field density tests were performed in general compliance with ASTM D6938, Density of Soil in Place by Nuclear Methods. • Hand Cone Penetrometer (HCP) tests, in conjunction with information about the soil type, are empirically correlated to the relative density of the subsurface soils. • Laboratory Proctor maximum dry density was determined in accordance with AASHTO T 180. IlServer-amelcompanyL4M DatalMercon Construction Company -Golden Corral, 10753 US. Hwy. 1, PSL - PSL22481Sewerll -88 - Sewer Line BF- Den. A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE PORT ST. LUCIE, FLORIDA 34986 OFFICE: (772) 924-3575 FAX: (772) 924-3580 DENSITY OF SOIL IN PLACE Client: Mercon Construction Company 133 E. Pine Avenue Longwood, Florida 32750 Contractor: Client Site: Golden Corral, 10753 US Highway 1 Port St. Lucie, St. Lucie County, Florida Sewer Line Backfill Report Date: November 24, 2009 Project No.: PSL2248S Lab No.: 1-88 Technician: B. Leadley Page No.: 5 of 5 Test No. Date Tested Location Eleva- tion (ft) Field Test Results PMaxor Dry Density cf) Compaction Pass/ Fail HCP HZO % Dry Density (cf) Probe Depth (in) In Place (%) Min Req'd (%) 73 10/15/09 At MH-1, North Side 0-1 11.7 107.1 12 108.4 98.8 98 P 74 At MH-1, South Side 0-1 1 11.1 107.7 12 108.4 99.4 98 P 75 At MH-1, North Side 1-2 11.2 106.9 12 108.4 98.6 98 P 76 At MH-1, South Side 1-2 10.4 107.2 12 108.4 98.9 98 P 77 fill 2-3 10.6 106.4 12 108.4 98.2 98 P 78 fill 3-4 11.7 107.4 12 108.4 99.1 98 P 79 fill 4-5 10.9 107.1 12 108.4 98.8 98 P 80 "" 5-6 10.4 107.2 12 108.4 98.9 98 P 81 At MH-4, East Side 0-1 11.6 106.6 12 108.4 98.3 98 P 82 At MH-4, West Side 0-1 11.1 106.9 12 108.4 98.6 98 P 83 At MH-4, East Side 1-2 10.7 107.2 12 108.4 98.9 98 P 84 At MH-4, West Side 1-2 9.9 106.2 12 108.4 98.0 98 P 85 fill 2-3 10.4 106.6 12 108.4 98.3 98 P 86 fill 3-4 10.7 107.4 12 108.4 99.1 98 P 87 live 4-5 9.8 1 107.2 12 108.4 98.9 98 P 88 fill 5-6_�_l 10.4 106.9 12 108.4 98.6 98 P Remarks: • Elevations are above top of pipe. • Field density tests were performed in general compliance with ASTM D6938, Density of Soil in Place by Nuclear Methods. • Hand Cone Penetrometer (HCP) tests, in conjunction with information about the soil type, are empirically correlated to the relative density of the subsurface soils. • Laboratory Proctor maximum dry density was determined in accordance with AASHTO T 190. Distribution: Reviewed by: Client - 2 A. M. ENG EERING,AND' TESTING, INC. , Paul C. Martiri,'P.E.- PCM/ah Florida Registration No. 65051 IlServer-amelcompanyUM DatalMercon Construction Company -Golden Corral, 10753 US. Hwy.], PSL - PSL22481Sewerll-88 - Sewer Line BF- Den. Submittals ., A -0 a A - � L4PRx,,Q Job: Golden Coral Contractor: Construction by J SUBMITTALS Project: Golden Corral Buffet & Grill U.S. Highway 1 Port St. Lucie, Florida Architect: LMHT Associates 2805 Meridian Parkway Durham, North Carolina 27713 y Contractor: Construction by J, Inc. 188 Wind Chime Court Suite 204 Raleigh, North Carolina 27513 Roofing Contractor: A Plus All Pro Roofing, Inc. 4630 N.E. 35th Street Ocala, Florida 34479 Scope: Standing Seam Metal Roofing Manufacturer: Berridge Manufacturing Co. Submittal: Berridge Cee-lock w D�isfStuiNat BERRIDGE COLOR FINISHES Berridge Manufacturing Co. rI STANDARD COLORS *® BUCKSKIN *®AGED BRONZE i i *® PARCHMENT i *■ SHASTA WHITE *EALMOND *■ FOREST GREEN I *■ PATINA GREEN * i SIERRA TAN *.MEDIUM BRONZE *■CHARCOAL GREY *■HEMLOCK 0 *■ DARK BRONZE *■ ZINC GREY * HARTFORD G *BRISTOL BLUE * ROYAL BLUE *ECOPPER BROWN *■ MATTE BLACK *TEAL GREEN I *■ BURGUNDY PREMIUM COLORS* These Berridge Premium Colors require a nominal surcharge. *■ NATURAL WHITE AWARD BLUE Berridge Satin Finish Galvalume® ^—G, is pretreated to remove mill oils,�o i chemicals and residue and coated on the back side to inhibit corro- cv o u sion.Thetopsidereceivesaclear o ,o plastic strippable film. Berridge Metallic Colors are a *CHAMPAGNE j *.COPPER -COTE"' *■ SATIN FINISH *■ ZINC-COTE"m �\� GALVALUME® k1kc ■ Complies with LEED° 2.2 requirements for roof slopes rtnnNc councn. *Complies with Energy Star requirements for roof slopes MEMBER *E LEAD-COTETM * ■ TERRA -GOTTA *■ COLONIAL RED * ■ DEEP RED *■ ANTIQUE COPPER -COTE *EPREWEATHERED GALVALUME® than 2:12 as of printing date than 2:12 as of printing date KYNAR 5000 or HYLAR 5000T"" SPECIFICATIONS FOR GALVANIZED AND GALVALUME® COIL COATING APPLICATIONS: Colors available --- See color chart on reverse side u 'S eclar. Gloss p _ ®=523 80 Q ASTM D�1 � Low and,inedium,gloss only ,,, � Color Uniformity ASTM D-2244-79 Color controlled both instrumentally & visually Dry Film°Thickness s• ASTM-D-1400 81,`ASTM DF005 84 Prlrner"25 + 005(mil; topcoat 8."rriil + .05,mi1' 13,_11�14:.11 Hardness ASTM D-3363-89, *NCCA 11-12 H.B. Minimum Eagle Turquoise Pencils a":. Adhesion (X-C , , �° , ,° ASTM D-3359-90`. No Adhesions Loss Adhesion (Crosshatch) ASTM D-3359-90 No Adhesion Loss Direct Impact FI'exlbllltyx , ASTM D-2794 84� excellent, no removah Gardrler lfripactTester,'1�10' Distortion °, Reverse Impact Flexibility *NCCA Spec. 11, ASTM D-2794-84 Excellent, no cracking, Gardner Impact Tester, 5/8" ball, impact force in inch or loss of adhesion pounds equal to metal thickness. Formability ASTM D-4145 - mNo cracks;or•loss of edheslon 180° T�Bend ora 1 /8 Mandrel M �; Salt Spr ay ResistanPasses 1000 hours on H.D.G.Steel, 1000 hours on GALVALUME* Hurm dity°I esistance'v a TM' D-2247P 1987�" I Passes 2000,hours on H D:G, Steel, ' ,u. rt. . .a 41 2000 HOUCS,OII GALVALUMEt Acid Resistance ASTM D-1308-79 (1987) Proc. 3.1.1 Excellent, no effect 10% Sulphuric acid spot test - 24-hour exposure a Alkali Resistance v ASTM DA308-79, Excellent, no . , effect a m', ° m. H'_QRiI Prnrna5 91f1�/Y,Cnrli�rrrr'•WvrlrniriNa , Abrasion Coefficient ASTM D-968-81 100Liters/Mil topcoat Detergent Resistance a 72 hours"I merslori'3% 5 Ihtion at 100 F - �nt °no effc et ASTM D�2248 Exce lle Resistance to Acid Pollutants ASTM D 1308-87 Proc. 3.1.1 Excellent - no effect 24-hour exposure 10% HNO3 vapors ,Ueathering PColor;Retentlon ° ° , ° ASTM D-2244=89 ° r -'Maximum" 5 NBS units°` •h°°. 20 yrsa 45° South Florida aColor`cFian e Weathering - Chalk Resistance ASTM D-659-86 Rating of 8 Minimum 20 yrs., 45°South Florida Florida Maximum 15%loss a° 1,. ASTM ° `American Society for Testi g Materials 3*GALVALUME® Is 55% A�uminumyZmc alloy coated sheet steel antl �a°National Coil Coaters Association is a �eglstered tradema 2, *NCCArk of, IE , �Internafi nalInc SALES HQ TECH SUPPORT MANUFACTURING BRANCH FACILITIES SAN ANTONIO HOUSTON SEGUIN DENVER CHICAGO ATLANTA BERRIDGE CALIFORNIA 6515 Fratt Rd 1720 Maury St 2201 Rudeloff Rd 7505 E. 41 St. 1175 Carolina Dr. 319 Lee Ind'I Blvd SALES CORPORATION San Antonio,TX 78218 Houston, TX 77026 Seguin, TX 78155 Denver, CO 80216 W.Chicago, IL 60185 Austell, GA 30168 18732 Corby Ave 210-650-3050 713-223-4971 830-401-5200 303-322-3703 630-231-7495 770-941-5141 Artesia, CA 90701 1-800-669-0009 Fax 713-236-9422 Fax 830-303-0530 Fax 303-322-3810 Fax 708-231-7520 Fax 770-941-7344 Local:582-402-2081 Fax 210-650-0379 Fax: 562 865-7878 Rw.fsPf Dis(inclion � u Berridge Manufacturing Company I=B 6515 Fratt Rd. / San Antonio TX 78218 / 210-650-3050 / 800-669-0009 / Fax: 210-650-0379 / http://www.berridge.com March 2008 Berridge Color Card .PMD/27M • �J r � Y r S x,yh ��mtmon . Kynar 5000 or Hylar 5000TM Limited Warranty 3. Freedom from chalking in excess of Number 8 Rating (ASTM-D- 659-80) for a period of twenty (20) years from date of installation. TERMS AND CONDITIONS OF WARRANTY: 1. Berridge shall not have any obligation under this Warranty until all invoices for installation, supplies and services have been paid in full to Berridge and to the Roofer. 2. BERRIDGE HAS NO OBLIGATION NOR RESPONSIBILITY FOR DAMAGE TO FINISH OR MATERIALS CAUSED BY THE FOLLOWING CONDITIONS: A. Materials installed in corrosive or aggressive environments including, but not limited to, areas subject to marine con i- tions, salt water, salt water spray, chemicals, or harinfUl' gases with the exception of normal air pollution. B. Acts of God, falling objects, fire or externai'ces. C. Abnormal or harmful gases, fumes or the icals otherAhpnll,,,general air pollution. � s D. Physical damage after installation, intent��I` or, u2jnten, tional, whether by abfuse isuse, ye gh enc , va dalism, or exce sive foot tr ib on roof area E. Any ai r acts which darn ges finish afte in of 6 materials on Drolect. /�:`,\ : F. Phys4cal da Huge caused due to machihe y or roll,foorming/oroces sed— G Slopes ofthe.roof or se ions with a pitch of less than one in twenty-four or other is�as'to allow puddling or staining. H. Deteriration of/finish or materials due to improper storage prior t , o -dur- . ginstallation process. I. Discoloti or damage to panel finish caused by failure to remove factory -applied protective strippable plastic film. NUFACTURING 3) DAYS FROM THE BASIS OF F THE MATERI- 3 OBLIGATION KITED AS FOL- ufacturing Com- sonable costs to ish replacement ise price paid to i%) for each year of the materials. B. Berridge Manufacturing Company's maximum liability for any claim under this Limited Warranty will be the lesser of the three amounts calculated pursuantof paragraph 4A above. C. It will be at the sole discretion 4f Bemdge Manufacturing Company to determine which action will betaken with respect to any claim nde ; his Limited Mrrant D. In no event shl Berridge Manufacturing Compa�y's liability exceed -the lesser of the cost of reDia8ino or restorina the on enyr'e *redo replaced'productshall be for �oft6e warranty.p, rioglapp cable to the original F.'PXCEPTASSET �FlORT IEREIN,BERRIDGE MANUFAC- TURNG COMP�NYMAKES NO WARRANTIES, EXPRESS QR IMPLIED, INCLUDING, BUT NOT LIMITED TO, THE AR'RANTY OF FITNESS FOR A PARTICULAR PUR- ROSE, AND HEREBY EXPRESSLY DENIES THE SAME. This warranty is tendered forthe sole benefit of the original owner of the project named herein and is not transferable or assignable. Berridge's only liability and responsibility is to the terms and conditions of this Warranty. This Warranty supersedes and is in lieu of any and all other warranties (whether express or implied) that are either in addition to or in conflict with the term(s) and condition(s) stated herein. In the event a court of competent j u risd iction rules that any portion of this Limited Warranty is unenforceable, the remainder of this Limited Warranty shall be construed and enforced as if the stricken portion was not a part hereof originally. BERRIDGE MANUFACTURING COMPANY 6515 Fratt Road, San Antonio, TX 78218 • 210-650-3050 Gee -Lock Panel Cross Section us Cee- .lip So M For specific job application recommendations, please contact Berridge Technical rrridge's Cee-Lock panel can be formed on site in long lengths to --v, ovide an attractive and economical roof covering. 9 Berridge Manufacturing Co. ° 6515 Fratt Rd., San Antonio, TX, 78218 1 www.berridge.com Sales: 800-669-0009 1 Technical Assistance: 800-231-8127 Integral Snap -Lock Seam with Patented Vinyl Weatherseal (required over open framing) Cee-Lock Vinyl Weatherseal (Optional) Clip or Cee-Rib * U.S. Patent No. 4641475 SECTION PROPERTIES BASED ON 24 GAUGE 40 K.S.I. CEE-LOCK PANEL WITH CONTINUOUS Ix (In"/ft) MA (Ft.-Ibs/Ft.) VA (Lbs/Ft) 24 GA. CEE RIB POSITIVE 0.0567 87.0 610 BENDING NEGATIVE 0.0286 61.9 610 BENDING NOTES Values based on 1996 edition of AIS I and good engineering practice. SPECIFICATIONS (Request complete specifications from factory) Furnish and install Berridge Cee-Lock Standing Seam Roof Panel as manufactured by Berridge Manufacturing Co., Hous- ton, Texas. MANUFACTURE: Panels shall be roll -formed in continuous (Maximum 40') lengths (unlimited if formed on -site with the Berridge CL-21 Portable Roll -Former.) Seam spacing to be 16-%" on center. Where required, panel assembly shall be Underwriters Labo- ratory UL 90, pursuant to Construction Numbers 334, 381 & 404 & 474. Approved for combined UL 90 and UL Fire -Rated requirements. MATERIAL AND FINISH (See "Specifications" on web site: www.berridge.com) CONSTRUCTION DETAILS (See web site: www.berridge.com) 5 MUM �ns r5 CBUCK Engineering Specialty Structural Engineering CBUCK, Inc. Florida Certificate of Authorization # 8064 Evaluation Report Of . Berridge Manufacturing Company "Cee-Lock Panel" With Cee-Clip Metal Roof Assembly for Florida Product Approval # FL 11269.1 Florida Building Code 2007 Per Rule 9B-72 Method: 1- D Category: Roofing Sub - Category: Metal Roofing Product: "Cee-Lock"Roof Panel Panel Clip: 3" "Cee-Clip" Material: Steel Panel Thickness: 24 Gauge Panel Width: 16.5" Support Type: Plywood Deck Prepared for: Berridge Manufacturing Company 1720 Maury Road Houston, TX 77026 Prepared by: James L. Buckner, P.E. Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager: Diana Galloway Report No. 08-136-CLwCeeClip-16.5-S4W-ER Date: 8 / 11 / 08 Contents: Evaluation Report Pages 1— 8 CBUCK, Inc. 1334 S. Killian Drive, Suite 4, West Palm Beach, Florida 33403 Phone: (561)491-9927 Fax: (561)491-9928 Email: cbuck@cbuckinc.net James L. Buckner, P.E. Florida .E. # 31242 8 Z? 10 $ FL #: FL 11269.1 Date: 8 / 11 / 08 Report NO.: 08-136-CLwCeeC1ip-16.5-S4W-ER C-BUCK Engineering Page 2 of 8 Specialty Structural Engineering CBUCK, Inc. Florida Certificate of Authorization # 8064 Manufacturer: Berridge Manufacturing Company Product Name: "Cee-Lock" Panel Product Category: Roofing Product Sub -Category Metal Roofing Compliance Method: State Product Approval Rule 913-72.070 (1) (d) Panel Description: "Cee-Lock", Steel, Snap -Lock Standing Seam Roof Panel attached to Wood Deck with Cee-Clips. Panel Material / Standards: Material: Steel Yield Strength: 40 ksi minimum Corrosion Resistance: Material shall comply with the Florida Building -Code (FBC), 2007 Section 1507.4.3. Panel Dimension(s) Thickness: 24 gauge minimum Width: 16.5" Maximum (Net Coverage Width) Rib Height: 1-1/2" Support Type: Wood Deck (Design of support system is not included in this evaluation) Support Description: • 15/32" or greater plywood, or • Wood plank Slope Range: Minimum slope shall comply with FBC 2007, including Sections 1507.4.2, 1504.7 and in accordance with the Manufacturers recommendations. Underlayment: Underlayment shall be per manufacturer's guidelines as required in FBC Section 1507.4.5 Insulation: (Optional) Rigid Insulation Board, 3" maximum thickness and with a density of 2.25 pcf (lbs/ft3) minimum or a compressive strength of 25 psi minimum. Fire Classification: Fire Classification is outside the scope of Rule 913-72, and is therefore not included in this evaluation. Additional approved substrates may be added for Fire Classification purposes. C-BUCK Engineering FL #: FL 11269.1 Date: 8/11/08 Report NO.: 08-136-CLwCeeC1ip-16.5-S4W-ER Page 3 of 8 CBUCK, Inc. Florida Certificate of Authorization # 8064 Specialty Structural Engineering Attachment Component Roof Panel Clips Description: Product Name: Berridge "Cee-Clip" Material: Steel Type: One-piece, fixed clip Thickness: 24 Gauge minimum Strength: 40 ksi minimum Dimensions: 2" (tall) x 3" (long) x 1-3/8" (wide) with one return flap, 1/2" (wide) x 3" (long) Corrosion Resistance: Per FBC Section 1506.7 Roof Clip Fasteners Size: #10 x 1" (3/16"minimum penetration through deck) Type: Pancake -head wood screws Corrosion Resistance: Per FBC Section 1507.6.6 and 1507.4.4 Standard: Per ANSI/ASME B18.6.1. Installation: Berridge "Cee-Lock" Roof Panel attached to Wood Deck: METHOD 1: ■ Attached to:15/32" Wood Deck ■ Clip Spacing: 24" o.c. maximum (along the length of the panel and nominally within 3" from all ends) ■ Two fasteners per Clip ■ Rib Interlock: Snap -Lock (Panel ribs shall be fully engaged to form an integral snap -lock.) Design Uplift Pressure: - 52.5 PSF I ( Safety Factor of 2: 1 ) METHOD 2: ■ Attached to: 19/32" Wood Deck ■ Clip Spacing: 36" o.c. maximum (along the continuous clip, along the length of the panel and nominally within 3" from all ends) ■ Two fasteners per Clip ■ Rib Interlock: Snap -Lock (Panel ribs shall be fully engaged to form an integral snap -lock.) Design Uplift Pressure: - 52.5 PSF ( Safety Factor of 2 : 1 ) Method 1 & Method 2: Install the system in compliance with the attached installation method. Refer to manufacturer's installation instructions as a supplemental guide for attachment. Missile Impact Resistance: Meets criteria for small missile impact resistance per FBC Section 1504.7. (Based on material thickness) FL #: FL 11269.1 Date: 8/11/08 Report No.: 08-136-CLwCeeC1ip-16.5-S4W-ER C-BUCK Engineering Page 4 of 8 ISpecialty Structural Engineering CBUCK, Inc. Florida Certificate of Authorization # 8064 Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code and Rule 913-72.070 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Underwriter's Laboratories, Inc. (FBC Organization #: QUA 1743) Performance Standards: The product described herein has demonstrated compliance with: • UL580-94 — Test for Uplift Resistance of Roof Assemblies —with Revisions through February 1998 Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2007, Section 1504.3.2 Evaluation Report Scope: This product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code, as related to Rule 913-72. System Limitations: The required design wind loads shall be determined for each project per FBC, 2007, Section 1609. Any rational analysis computations shall be prepared by a qualified design professional and in compliance with FBC 2007, Sections 104, 105, 106. The maximum fastener/clip spacing listed herein shall not be exceeded. This product is not evaluated for use in the High Velocity Hurricane Zone. Referenced Data: 1. UL580-94 (with 1998 Revisions) Uplift Class 90 By Underwriter's Laboratories, Inc. (FBC Organization #CER ID: 1739) UL File #TGKX.404, Current as of 8/11/08 2. Quality Assurance Underwriters Laboratories, Inc. (FBC Organization #QUA ID:1743) 3. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering (FBC Organization# ANE ID: 1916) 4. Rational Analysis By CBUCK Engineering Report #C08-136, Dated: 8/11/08 J-I FL #: FL 11269.1 Date: 8 / 11 / 08 Report NO.: 08-136-CLwCeeC1ilr16.5-S4W-ER C-BUCK Engineering Page 5 of 8 CBUCK, Inc. Florida Certificate of Authorization # 8064 Specialty Structural Engineering Installation Method Berridge Manufacturing Company "Cee-Lock" (24 Gauge) Roof Panel Attached to Wood Deck Profile Drawings 16-1/2" Coverage 1-3/8" Typical "Cee-Lock" Panel Profile View "Cee-Clip" Panel Clip Profile FL #: FL 11269.1 Date: 8 / 11 / 08 Report No.: 08-136-CLwCeeC1ip-16.5-S4W-ER C-BUCK Engineering Page 6 of 8 ISpecialty Structural Engineering CBUCK, Inc. Florida Certificate ofAuthorization # 8064 Installation Method Berridge Manufacturing Company "Cee-Lock" (24 Ga. Steel) Roof Panel Attached to Wood Deck 16-1/2' Coverage Integral Snap -Lock WIV 1 DI 1wnG l 1000 VIA GYI Plywood Dedk Typical Assembly Profile View Tee-Lock!'Pan( TWO 4110 PancakeI 1VOu VVVQ "^ ae-Clip" 'Cee-Lock' Panel i Deck Typical Panel Clip Assembly C-BUCK Engineering FL #: FL 11269.1 Date: 8 / 11 / 08 Report No.: 08-136-CLwCeeC1ip-16.5-S4W-ER Page 7 of 8 Specialty Structural Engineering CBUCK, Inc. Florida Certificate of Authorization # 8064 Installation Method Berridge Manufacturing Company "Cee-Lock" Roof Panel (24 Gauge) Attached to Wood Deck "Method 1" For -52.5 PSF Design Pressure "Cee-Lock" Panel Wood plank Typical Assembly Isometric View Optional Insulation: Rigid Insulation Board, maximum thickness of 3" and shall be a minimum density of 2.25 pcf (Ibs/ft) or a compressive strength of 25 psi minimum. C-BUCK Engineering FL #: FL 11269.1 Date: 8 / 11 / 08 Report No.: 08-136-CLwCeeC1ip-16.5-S4W-ER Page 8 of 8 CBUCK, Inc. Florida Certificate ofAuthorization # 8064 Specialty Structural Engineering Installation Method Berridge Manufacturing Company "Cee-Lock" Roof Panel (24 Gauge) Attached to Wood Deck "Method 2" For -52.5 PSF Design Pressure .VlvG 1 Ir YVUVV, VI Wood plank Typical Assembly Isometric View Optional Insulation: Rigid Insulation Board, maximum thickness of 3" and shall be a minimum density of 2.25 pcf (Ibs/ft3) or a compressive strength of 25 psi minimum. t7 INDEX INDEX INSTALLATION INSTRUCTIONS INSTALLATION INSTRUCTIONS INSTALLATION INSTRUCTIONS INSTALLATION INSTRUCTIONS INSTALLATION INSTRUCTIONS INSTALLATION INSTRUCTIONS NOMINAL LINEAR EXPANSION I l INTRODUCTION TO TYPICAL DETAILS PANEL OVERVIEW CEE—RIB EXPANSION JOINT INSULATED DECK DETAIL EAVE DETAIL PANEL TURNDOWN RIDGE/HIP DETAIL SHED ROOF RIDGE CAP RIDGE TERMINATION /AT DORMER VALLEY CEE—LOCK RIDGE CLOSURE GABLE DETAIL PANEL TURNDOWN GABLE DETAIL CHANNEL CLOSURE; ADDITIONAL LEG GABLE DETAIL CHANNEL CLOSURE GABLE DETAIL J—CLIP GABLE DETAIL GABLE DETAIL PARAPET D ETAI L CL-0 CL-1 CI-1 CI-2 CI-3 CI-4 CI-5 CI-6 CL-2 CL-3 CL-4 CL-5 CL-10 CL-20 CL-21 CL-22 CL-23 CL-30 CL-31 CL-32 CL-33 CL-34 CL-35 CL-40 HEAD WALL DETAIL WITH FASCIA PANEL CL-50 HEAD WALL DETAIL REGLET CL-51 RAKE WALL DETAIL WITH FASCIA PANEL CL-52 RAKE WALL DETAIL WITH REGLET FLASHING CL-53 RAKE AT EAVE CL-54 ROOF TO FASCIA TRANSITION COUNTERFLASHING CL-60 SLOPE TRANSITION DETAIL CL-61 SLOPE TRANSITION ROOF TO FASCIA OVERVIEW CL-62 SLOPE TRANSITION ROOF TO FASCIA INSTALLATION INSTRUCTIONS CL-63 SLOPE TRANSITION ROOF TO FASCIA INSTALLATION INSTRUCTIONS CL-64 VALLEY DETAIL VALLEY ISOMETRIC PIPE PENETRATION (PREFERRED METHOD) IN PAN OF PANEL; ONLY PIPE PENETRATION ON PANEL SEAM ISOMETRIC AND PLAN VIEW PIPE PENETRATION ON PANEL SEAM SECTIONS SQUARE PENETRATION PLAN VIEW ... I B Berridge Manufacturing old Company R-ft ofn INDEX CEE I LOCK PANEL CL-70 CL-71 CL-80 CL-81 CL-82 CL-83 DATE: 08-22-05 PAGE\FILE CL-0 SQUARE PENETRATION SECTION A SQUARE PENETRATION SECTION B SQUARE PENETRATION ISOMETRIC CL-84 CL-85 CL-86 UL FIRE RESISTANCE ROOF ASSEMBLY OPEN WEB STEEL JOIST CL-90 UL FIRE RESISTANCE ROOF ASSEMBLY C-SHAPED STEEL JOIST CL-91 UL FIRE RESISTANCE ROOF ASSEMBLY OPEN WEB STEEL JOIST WITH CL-92 CEMENTIOUS THERMAL BARRIER UL 90 APPROVED ASSEMBLY CEE-LOCK PANEL WITH CONTINUOS CEE-RIB AND 4" RIGID INSULATION BOARD OVER TYPE "F" 22 GA. CORRUGATED LINER AND 16 GA. PURLINS SPACED ® 4'-O" O.C. CONSTRUCTION NO. 381 CL-93 UL 90 APPROVED ASSEMBLY CEE-LOCK PANEL WITH CONTINUOS CEE-RIB AND 4" RIGID INSULATION BOARD OVER TYPE "F" 22 GA. CORRUGATED. LINER AND 16 GA. PURLINS SPACED @ 4'-0" O.C. CONSTRUCTION NO. 381 CL-94 UL 90 APPROVED ASSEMBLY CONSTRUCTION NO.- 404 CL-95. UL 90 APPROVED ASSEMBLY CONSTRUCTION NO. 404 CL-96, DATE: 0$-22-05 INDEX =RDWbwrion Berridge Manufacturing PAGE\FILE Company CL-1 CEE-LOCK PANEL _ A. BERRIDGE CEE-LOCK PANEL: IS AVAILABLE WITH A FIXED PAN WIDTH OF 16 1/2" WITH A SEAM HEIGHT OF 1 1/2-. CEE-LOCK IS FACTORY FABRICATED AND/OR FIELD FABRICATED USING THE BERRIDGE CL-21 PORTABLE ROLL FORMER. WHEN SPECIFYING COIL FOR FIELD -FORMED PANELS, ORDER 20 7/8" WIDE COIL TO FORM THE 16 1/2" COVERAGE PANEL WITH 1 1/2- HIGH LEG. PLEASE CONTACT BERRIDGE MANUFACTURING COMPANY FOR FURTHER INFORMATION REGARDING THE BERRIDGE CL-21 PORTABLE ROLL FORMER. B. MINIMUM SLOPE: THE CEE-LOCK PANEL IS RECOMMENDED FOR ROOF SLOPES OF 1 ON 12 AND GREATER. IN HEAVY SNOW AREAS OR WHERE NUMEROUS FREEZE -THAW CYCLES ARE PREVALENT THROUGHOUT THE WINTER, A MINIMUM ROOF SLOPE OF 2 ON 12 IS RECOMMENDED. BERRIDGE MANUFACTURING COMPANY RECOMMENDS THE USE OF THE VINYL WEATHERSEAL (US PATENT NO. 4,641,475) FOR ALL OPEN FRAME APPLICATIONS. A DOUBLE LAYER OF NUMBER THIRTY FELT UNDERLAYMENT OR EQUAL AND THE CEE-LOCK OPTIONAL VINYL WEATHERSEAL (US PATENT NO. 4,641,475) ARE RECOMMENDED FOR ALL APPLICATIONS WHERE THE ROOF SLOPE IS 3 ON 12 OR LESS. C. MATERIAL STORAGE: CAUTION MUST BE EXERCISED IN STORAGE OF MATERIALS PRIOR TO INSTALLATION. KEEP ALL BERRIDGE PREFINISHED MATERIAL IN A DRY LOCATION WITH ADEQUATE VENTILATION AND OUT OF DIRECT SUNLIGHT. EXPOSURE TO DIRECT SUNLIGHT AND/OR MOISTURE MAY CAUSE THE FACTORY APPLIED STRIPPABLE PLASTIC FILM TO ADHERE TO THE METAL PERMANENTLY. AND DISCOLOR THE FINISH. IF THIS SHOULD OCCUR THE PAINT WARRANTY WILL BE VOID. D. STRIPPABLE FILM: THE STRIPPABLE PLASTIC FILM WHICH IS APPLIED OVER MOST BERRIDGE PREFINISHED PRODUCTS, PANELS, FLASHINGS, COILS, AND FLAT SHEETS PROVIDES PROTECTION OF THE FINISH DURING FABRICATION AND TRANSIT. THIS FILM MUST BE REMOVED PRIOR TO INSTALLATION. E. SOLID SHEATHING REQUIREMENTS: BERRIDGE MANUFACTURING COMPANY RECOMMENDS THE USE OF EITHER BERRIDGE 24 GA. CORRUGATED SHEATHING (NOMINAL 2 1/2" PITCH x 1 1 /16" DEPTH) OR A MINIMUM OF 1/2" PLYWOOD SHEATHING TO PROVIDE SUFFICIENT HOLDING POWER FOR FASTENERS. CONTACT BERRIDGE MANUFACTURING'S ENGINEERING DEPARTMENT FOR USE OF ANY OTHER TYPE OF SOLID SHEATHING. (# 30. FELT UNDERLAYMENT OR EQUAL MUST BE USED OVER ANY ' SOLID SHEATHING). DUE TO # 30 FELTS TENDENCY TO TEAR WHEN USED OVER CORRUGATED DECKING, BERRIDGE MANUFACTURING RECOMMENDS GRACE ICE AND WATERSHIELD OR EQUAL TO BE USED AS AN UNDERLAYMENT FOR ALL CORRUGATED DECKS. NOTE: FOR PROJECTS REQUIRING UL 90 ASSEMBLY, REFER TO UL 90 DETAILS. F. SHEATHING INSPECTION: 1. SHEATHING END JOINTS SHOULD BE STAGGERED. 2. ALL END JOINTS SHOULD MEET AT EITHER A JOIST OR RAFTER. 3. BLOCKING OR "H" CLIPS SHOULD BE USED IF JOISTS DO NOT REMAIN FLAT UNDER THE WEIGHT OF WORKMEN. 4. USE SHIMS TO KEEP ENTIRE SUBSTRATE EVEN.. UNEVEN SUBSTRATE WILL RESULT IN "OIL -CANNING" IN PANELS. SUBSTRATE SHOULD BE LEVEL TO 1 /4" IN 20'-0". Y INSTALLATION x Berridge DATE: 05-01-97 Manufacturing INSTRUCTIONS ad�� P Com an PAGE\FILE of Dkdwdon CEE—LOCK' PANEL ci—i 5. ALL CUTS AT PENETRATIONS SHOULD BE TIGHT, WITHOUT GAPS. 6. USE WOOD —FRAMED CRICKETS AT LARGE PENETRATIONS. 7. MAKE SURE SUBSTRATE JOINTS ARE TIGHT AT ALL HIPS, VALLEYS, AND RIDGES. G. INSTALLATION OVER OPEN FRAMING: CONSULT BERRIDGE MANUFACTURING'S ENGINEERING DEPARTMENT. H. FASCIA/RAKE INSPECTION: 1. STRIKE A LINE THE FULL LENGTH OF THE FASCIA OR RAKE. IF NOT STRAIGHT, CORRECT WITH SHIMS. 2. MAKE SURE FASCIA/RAKE IS FLUSH WITH SHEATHING. FELT UNDERLAYMENT: A MINIMUM SINGLE LAYER OF # 30 FELT UNDERLAYMENT (OR EQUAL) MUST BE APPLIED. OVER SOLID SHEATHING AS SHOWN IN THE BERRIDGE MANUFACTURING COMPANY TYPICAL FELTING DETAILS. THE USE OF ADDITIONAL LAYERS OF # 30 FELT IS RECOMMENDED ON LOW -SLOPED ROOFS, AT ALL VALLEY CONDITIONS, AT ROOF PENETRATIONS, AND CERTAIN OTHER FLASHING CONDITIONS AS DEPICTED IN THE CEE-LOCK PANEL TYPICAL DETAILS. (THE UNDERLAYMENT MUST COVER THE ENTIRE ROOF DECKED SURFACE). GRACE ICE AND WATER SHIELD MAY BE REQUIRED ON LOW SLOPED ROOFS OR AT CERTAIN FLASHING CONDITIONS. VERIFY CORRECT METHOD OF INSTALLING ICE AND WATERSHIELD WITH WATERSHIELD MANUFACTURE J. FELTING INSTALLATION: 1. DO NOT USE RED ROSIN PAPER UNDER METAL ROOFING PANELS. 2. SWEEP ROOF AREA CLEAN. 3. USE FLAT HEAD GALVANIZED ROOFING NAILS x 1 1 /4" LONG WITH BERRIDGE GALVANIZED FELT CAPS. INSTALLATION = DATE: 08-22-05 Berridge INSTRUCTIONS = Manufacturing PAGE\FILE b Company C1-2 CEE-LOCK PANEL = Roofs of Diadwdoa 4. INSTALL VALLEY FELT FIRST. 5. INSTALL FELT PARALLEL TO EAVE (2 LAYERS REQUIRED AT EAVE), STARTING AT EAVE AND USING MINIMUM 6" LAPS. USE TWO LAYERS OF FELT ON ENTIRE ROOF DECK IF ROOF SLOPE IS 3 ON 12 OR LESS. 2 LAYERS OF FELT REQUIRED AT EAVE REGARDLESS OF SLOPE. 6. REFER TO BERRIDGE UNDERLAYMENT DETAILS. 7. INSULATE BETWEEN WOOD BLOCKING AND METAL WITH FELT OR ICE AND WATERSHI K. THERMAL MOVEMENT:. EXPANSION AND CONTRACTION OF METAL PANELS WHICH EXCEED THIRTY FEET IN LENGTH CAN BE A FACTOR IN THE DESIGN AND INSTALLATION OF FLASHINGS. PLEASE REFER TO THE CHART ON PAGE CI-7 TO DETERMINE ANTICIPATED THERMAL MOVEMENT OF THE PANELS. IMPROPERLY DESIGNED FLASHING CAN ALLOW PANELS TO DISENGAGE FROM THE FLASHINGS, ALLOW "OIL -CANNING" IN THE PANEL AND/OR CAUSE FLASHING TO WORK LOOSE FROM ITS ANCHORAGE.. REFER TO PAGE C-5 FOR THERMAL EXPANSION CLIP DETAILS. L. ELECTROLYSIS: AVOID ALLOWING FLASHING AND PANELS TO COME INTO CONTACT WITH EITHER LEAD OR COPPER, AND PREVENT EXPOSURE .TO WATER RUNDOWN FROM. COPPER AND/OR LEAD. M. FLASHING: IF BERRIDGE MANUFACTURING COMPANY IS TO SUPPLY FLASHINGS, ALL FLASHINGS WILL BE FABRICATED IN 10'-0" LENGTHS WITH SQUARE END CUTS ONLY. THE PURCHASER MUST PROVIDE ALL DIMENSIONS AND DEGREE OF ANGLES. N. FLASHING INSTALLATION: 1. REMOVE STRIPPABLE PLASTIC FILM FROM ALL FLASHINGS PRIOR TO INSTALLATION. 2. ALWAYS STAGGER JOINTS WHEN ONE FLASHING IS INSTALLED OVER OTHER FLASHINGS. 3. INSTALL ALL FLASHINGS AS PER BERRIDGE TYPICAL DETAILS. 4. ALL FLASHINGS ARE TO BE DESIGNED AND INSTALLED TO NOT TRAP WATER. 0. PANELS: BERRIDGE MANUFACTURING COMPANY WILL PROVIDE SQUARE END CUTS ONLY ON ALL CEE-LOCK PANELS. COMPUTATION OF ALL QUANTITIES AND DIMENSIONS ARE THE RESPONSIBILITY OF THE PURCHASER. P. PANEL INSTALLATION: 1. REMOVE STRIPPABLE PLASTIC FILM FROM EACH PANEL PRIOR TO INSTALLATION. 2. START PANEL INSTALLATION AT GABLE END OF THE ROOF, WORKING TOWARD THE OTHER GABLE END. MAKE SURE PANELS ARE PERPENDICULAR TO THE EAVE. AT VALLEY AREAS, MAKE SURE PANELS ARE INSTALLED SO THAT DRAINAGE HAS FREE FLOW AND IS NOT OBSTRUCTED BY PANEL SEAMS. 3. BEGIN BY INSTALLING J-CLIP AND/OR DRIP FLASHING AT GABLE THEN PLACING FIRST CEE-LOCK CONTINUOUS LENGTH PANEL. An - Berridge INSTALLATION DATE: 08-22-05 Manufacturing INSTRUCTIONS NO Company PAGE\FILE . ZB Roofs of Disdncaon CEE.—LOCK PANEL ci-3 4. INSTALL CEE—LOCK CLIPS OR CONTINUOUS CEE—RIB AS PER BERRIDGE TYPICAL DETAILS AND CEE—LOCK CONTINUOUS RIB/CLIP INSTALLATION NOTES. 5. IF OPTIONAL VINYL WEATHERSEAL (US PATENT 4,641,475) IS TO BE USED, THIS WILL BE EITHER FACTORY INSTALLED OR INSTALLED IN THE FIELD AS THE CEE—LOCK PANEL EXITS FROM THE CL-21 PORTABLE ROLL FORMER. 6. INSTALL PANELS BY PLACING THE FEMALE LEG OVER THE MALE LEG AND CONTINUOUS CEE—RIB OR CLIP AND SNAPPING THE INTEGRAL SEAM INTO PLACE WITH HAND PRESSURE. (ALTERNATIVE METHOD TO SNAP SEAMS TOGETHER IS TO PLACE A 2x4 PIECE OF LUMBER OVER THE CEE—LOCK PANEL SEAM AND STRIKE IT WITH A MALLET TO LOCK THE PANEL TOGETHER) DO NOT USE EXCESSIVE FORCE OR FOOT PRESSURE DO NOT KICK, STOMP OR DIRECTLY HAMMER TO ENGAGE THE PANEL SIDE LAP. AS THIS WILL SCRATCH OR DENT THE PANEL, DAMAGE THE PANEL RIB / CLIP AND CAUSE DEFORMATION TO THE VINYL WEATHERSEAL. 7. EACH PANEL IS TO BE KEPT TIGHT AGAINST THE LEG OF THE ADJOINING PANEL. NEVER PERMIT A GAP BETWEEN VERTICAL LEGS. 8. KEEP PANELS ALIGNED SO THAT SEAMS MATCH AT HIPS, VALLEYS AND WHERE VERTICAL PANELS ADJOIN ROOF PANELS. DO NOT INSTALL LONG CONTINUOUS RUNS OF PANELS ALL AT ONE TIME WHERE SEAM . LINES MUST MATCH.. INSTALL TEN OR TWELVE PANELS IN ONE ELEVATION AND THEN FOLLOW WITH A LIKE NUMBER OF PANELS ON THE OTHER ELEVATION. WHEN YOU INSTALL PANELS IN THIS MANNER, YOU WILL BE ABLE TO MAKE ANY ADJUSTMENTS REQUIRED TO INSURE SEAM MATCHING. 9. COPPER—COTE,m CHAMPAGNE, LEAD —COTE;" AND PREWEATHER GALVALUME® PANEL INSTALLATION: NOTE THE SERIES OF ARROWS PAINTED ON THE UNDERSIDE OF THE PANEL. ALL PANELS MUST BE INSTALLED IN• CONSISTENT MANNER, MEANING THAT THE ARROWS ON EVERY PANEL ARE ALL POINTING IN THE SAME DIRECTION. IF A PANEL IS REVERSED (ARROWS POINTING OPPOSITE OF THOSE ON OTHER PANELS) IT WILL APPEAR FROM A DISTANCE, A DIFFERENT SHADE DUE TO THE GRANULAR OF THE PIGMENTS IN THE FINISH. METALLIC FINISHES ARE MATCH — LOT FINISHES. DO NOT MIX LOTS. Q. CEE—LOCK CLIP INSTALLATION: 1. INSTALL CLIPS AT PER BERRIDGE TYPICAL CEE—LOCK PANEL DETAILS. 2. CLIP SPACING ON SOLID SHEATHING TYPICALLY 36" ON CENTER.* R. CONTINUOUS CEE—RIB: 1. INSTALL CEE—RIB AS PER BERRIDGE TYPICAL CEE—LOCK PANEL DETAILS. 2. THE CEE—RIB IS TO RUN CONTINUOUS ALONG THE ENTIRE LENGTH OF THE PANELS. IF PANEL LENGTH IS OVER 30'-0" LONG OR EXPANSION AND CONTRACTION OF PANELS IS A DESIGN FACTOR, REFER TO 'DETAIL CL-4. S. FASTENERS: INSTALL FASTENERS AS PER TYPICAL DETAILS. USE #10 HEX HEADZINC ZINC PLATED FASTENERS WHEN FASTENING TO WOOD. OR METAL * * WHEN USING POP RIVETS ON FLASHING, STAINLESS STEEL RIVETS ARE RECOMMENDED TO AVOID RUST STAINS. MAKE SURE ALL FASTENERS ARE DRIVEN STRAIGHT AND SET FLAT. DO NOT OVERDRIVE FASTENERS AS THIS WILL CAUSE THE CLIP AND/OR FLASHINGS TO BUCKLE OR BECOME RECESSED BELOW THE ELEVATION OF THE SUBSTRATE. *NOTE: °IF LOCAL CODES OR OTHER REGULATIONS DICTATE SPECIFIC WIND UPLIFT REQUIREMENTS, CONSULT BERRIDGE ENGINEERING DEPARTMENT, AS IT MAY BE NECESSARY TO USE A DIFFERENT CLIP SPACING OR FASTENER. **CONSULT BERRIDGE MANUFACTURING'S ENGINEERING DEPARTMENT REGARDING FASTENER SPACING TO MEET DESIGN CRITERIA, AND THE USE -OF ANY OTHER TYPE OF FASTENER. DATE: 08-22-05 N S TA L LAT I O N Berridge INSTRUCTIONS Manufacturing PAGE\FILE w Company C1-4 CEE LOCK PANEL Roofs of Dis7indion �a T. UNDERWRITERS LABORATORIES RATINGS: THE BERRIDGE CEE—LOCK STANDING SEAM ROOF PANEL COMPLIES WITH THE FOLLOWING UL RATINGS: 1. NO. 580 "TEST FOR WIND CONSTRUCTION NUMBERS DETAILS CL-93 THROUGH 2. UL FIRE RESISTANT ROOF 230, 237, 508, 510, 512, 821 (REFER TO BERRIDGE UPLIFT RESISTANCE OF ROOF ASSEMBLIES" CLASS UL 90 381, AND 404. (REFER TO BERRIDGE TYPICAL CL-96) ASSEMBLIES: UL DESIGN NUMBERS P-224, 225, 227, 701, 711, 713, 715, 717, 803, 814, 815, 819, AND TYPICAL DETAILS C-96 THROUGH C-98). U. SEALANT RECOMMENDATIONS: TREMCO, INC. SPECTREM 1 SILICONE SEALANT. DO NOT USE CLEAR CAULK. BERRIDGE MANUFACTURING COMPANY STRIVES TO PROVIDE ITS CUSTOMERS WITH THE HIGHEST QUALITY STRETCHER LEVELED STEEL AVAILABLE. THE LATEST TECHNOLOGY IS ALSO INCORPORATED IN BERRIDGE'S HIGH —PRECISION COIL HANDLING AND ROLL FORMING EQUIPMENT TO MINIMIZE THE STRESS ON METAL DURING PRODUCTION. FURTHERMORE, BERRIDGE UTILIZES HEAVIER 24 GAUGE METAL RATHER THAN 26 GAUGE STEEL OR LIGHT GAUGE ALUMINUM AS OFFERED BY MANY COMPETITORS. ALL THESE MEASURES HAVE BEEN TAKEN TO MINIMIZE THE AMOUNT OF "OIL —CANNING" (WAVINESS) WHICH IS NATURALLY INHERENT IN FLAT SHEET METAL. MANY TIMES, HOWEVER, THE CAUSE OF WAVINESS OR "OIL —CANNING" CAN BE TRACED TO UNEVEN SHEATHING, IMPROPER FELT INSTALLATION, OR IN THE CASE OF OPEN FRAMING, UNEVENNESS OF THE TOP PLANE OF THE PURLINS OR FOOT TRAFFIC ON THE PANELS. ALL ARCHITECTURAL PANELS REQUIRE CARE IN. HANDLING AND INSTALLATION TO AVOID DAMAGING OR DEFORMING THE PANELS. THESE INSTALLATION INSTRUCTIONS AND THE FOLLOWING TYPICAL DETAILS ARE INTENDED TO PROVIDE OUR CUSTOMERS WITH THE INFORMATION REQUIRED FOR AN AESTHETICALLY PLEASING AND FUNCTIONAL INSTALLATION OF THE BERRIDGE CEE—LOCK STANDING SEAM ROOF PANEL SYSTEM. NOTE: ALL PRODUCT SPECIFICATIONS, DETAILS, AND INSTRUCTIONS SUBJECT TO CHANGE WITHOUT NOTICE. FOR SPECIFIC PROJECT DETAILS, CONTACT BERRIDGE. INSTALLATION Berridge " DATE: 08-22-05 Manufacturing INSTRUCTIONS Company PAGE\FILE Ro*ofD n CEE-LOCK PANEL C1-5 1 3/4 1 3/4 J 1 5/8 1 5/8 w � zz 1 1/2 1 1/2 � G w w 1 3/8 J� 1 3/8 cn 1 1/4 1 1/4 of Q� � 1 1/8 1 1/8 1 1 cn ui p� ti�O v 7/8 7/8 z ryp I 3/4 do 3/4 w 5/8 '`� 5/8 � LLJ 0 1/2 1/2 F � Q 3/8 3/8 0 F- 1/4 1/4 1/8 1/8 0 10 20 30 40 50 60 70 80 90 100 DISTANCE FROM FIXED POINT IN FEET EXPANSION AND CONTRACTION OF METAL PANELS OVER 30 FEET IN LENGTH, DUE TO LONGITUDINAL THERMAL MOVEMENT, MUST BE CONSIDERED IN BOTH DESIGN AND INSTALLATION. THE ABOVE CHART EMPHASIZED THE NEED TO PROVIDE AMPLE CLEARANCES FOR GUTTERS, RIDGES, ENDWALLS, ETC. MAXIMUM TEMPERATURE SHOULD BE NO LOWER JHAN 140' F FOR WHITE PANELS, UP TO 180' F FOR DARK PAINTED PANELS, REGARDLESS OF AMBIENT MAXIMUM. MINIMUM SHOULD BE FIGURED WELL BELOW AMBIENT MINIMUM TO ALLOW FOR RADIATION TO NIGHT SKY. IN ANY CASE, A MINIMUM OF 100' F DIFFERENTIAL IS RECOMMENDED. DATE: 05-01-97 INSTALLATION INSTRUCTIONS 4 low Berridge NOMINAL LINEAR EXPANSIO _ ■:. Manufacturing Company: PAGE\FILE Cl-6 CEE-LOCK PANEL = Roofs of Distinction THE DETAILS CONTAINED IN THE FOLLOWING PAGES ARE MERELY RECOMMENDATIONS AS TO HOW BERRIDGE MANUFACTURING MATERIALS SHOULD BE INSTALLED. THEY MAY REQUIRE ADAPTATIONS OR MODIFICATIONS FOR A ,SPECIFIC PROJECT AS CONDITIONS VARY IN BOTH BUILDING DESIGN AND LOCAL WEATHER PECULIARITIES. BERRIDGE MANUFACTURING COMPANY SHALL BE HELD HARMLESS FROM ANY AND ALL CLAIMS ARISING FROM LACK OF WATERTIGHTNESS AS A RESULT OF FOLLOWING THESE RECOMMENDED DETAILS. ENSURING WATERTIGHTNESS ON ANY GIVEN PROJECT IS THE FUNCTION OF THE INSTALLER. THE ARCHITECT/GENERAL CONTRACTOR/INSTALLER MUST ACCEPT THE RESPONSIBILITY TO ADAPT THESE DETAILS TO MEET PARTICULAR BUILDING REQUIREMENTS AND TO ASSURE ADEQUATE .WATERTIGHTNESS. THE INSTALLER CAN VIRTUALLY ASSURE WATERTIGHTNESS IF THESE FLASHING DETAILS HAVE BEEN PROPERLY ADAPTED, ADEQUATE LAPS HAVE BEEN PROVIDED, CORRECT TYPE OF SEALANT USED, ALL JOINTS ADEQUATELY CAULKED, AND PROFESSIONAL WORKMANSHIP EMPLOYED. e Berridge INTRODUCTION TO DATE: 05-01-97 Manufacturing TYPICAL DETAILS e PAGE\FILE Company ofn CEE LOCK PA NEL c�-2 16 1/2' I I PATENTED OPTIONAL VINYL I WEATHERSEAL US PATENT NO. 4,641,475. I CONTINUOUS CEE—RIB OR --� CEE—CLIP PANEL ASSEMBLY CEE—LOCK PANEL a c\i 1/2' N pp ('') 16 1/2' PANEL SECTION PATENTED .OPTIONAL VINYL F 1/2' I-- WEATHERSEAL US PATENT NO. 4,641,475. Zr \ N M \ r. T .-. CEE—LOCK PANEL CONTINUOUS CEE—RIB CONTINUOUS CEE—RIB OR CEE—CLIP SECTION OR CEE—CLIP SEAM SECTION DATE: 10-17-00 An PANEL OVERVIEW x Berridge Manufacturing PAGE\FILE .�. Company CL-3 CEE-LOCK PANEL Roofs of Dis7inction it FASTENERS; ATTACH THROUGH SUPPORT CLIPS ONLY TOP SUF BOTTOMS-1 , — I I --" SET BOTTOM SUPPORT CLIP ON TOP OF SOLID SHEATHING, RIGID INSULATION, OR HIGH RIBS OF METAL DECK NOT TO SCALE a■ e CEE—RIB DATE: 08-22-05 Berridge L Manufacturing EXPANSION JOINT •�• Company PAGE\FILE . Rooft ofn CEE—LOCK PANEL CL-4 BERRIDGE CEE-LOCK PANEL CONTINUOUS CEE-RIB WITH 2 FASTENERS AT EVERY PURLIN OR CEE-LOCK CLIP AT EVERY PURLIN WITH 2 FASTENERS PER CLIP # 30 FELT UNDERLAYMENT CONTINUOUS ZEE PURLIN INSULATING MATERIAL CORRUGATED METAL DECK STRUCTURAL MEMBER SEE PURLIN DETAIL BELOW I--- 3 NOI�- Np . SEE 1. ALL FELT UNDERLAYMENT, STRUCTURAL MEMBERS, CORRUGATED DECK, AND INSULATING MATERIAL, ARE ITEMS TO BE FURNISHED AND INSTALLED BY OTHERS AT THE DISCRETION OF THE ARCHITECT. 2. CONTINUOUS WOOD BLOCKING (BY OTHERS) MAY BE USED IN LIEU OF ZEE PURLINS. BLOCKING MUST BE SAME DEPTH AS INSULATION. 3. PURLIN SPACING AND FASTENER TYPE WILL BE DEPENDENT ON GOVERNING CODE AND SPECIFICATION REQUIREMENTS. ZEE PURLIN, MINIMUM 24 GAUGE STEEL, DEPTH DETERMINED BY INSULATION DEPTH AND LEGS DETERMINED BY PITCH OF METAL DECK BUTT INSULATIOv' "� T" """"" DATE: 05-01-97 INSULATED DECK Bemdge D ETTAI L Manufacturing PAGE\FILE w Company cL-5 CEE-LOCK PANEL12 R1 oofs of Disdwfion BERRIDGE CEE—LOCK PANEL CONTINUOUS CEE—RIB WITH 2 FASTENERS AT EVERY 36" O.C. OR CEE—LOCK CLIPS AT 36" O.C. WITH 2 AT EAVE SNIP SEAM AND FIELD — FORM PANEL PAN AROUND EAVE FLASHING GAP; SEE NOTE 3 \\ BELOW MAX. EXPANSION OF PANEL +1/2" SAVE FLASHING; 4" END LAPS WITH CONTINUOUS CAULK AT LAPS FASTENERS; 20" O.C. MAX. # 30 FELT UNDERLAYMENT SOLID SHEATHING 1. THIS DETAIL IS RECOMMENDED FOR AREAS WITH HEAVY SNOW LOADS OR WHERE EXPANSION AND CONTRACTION OF PANELS IS A DESIGN FACTOR. 2. THE GAP BETWEEN EAVE FLASHING AND PANEL (SEE DETAIL ABOVE) CAN BE INCREASED TO ALLOW FOR LINEAR EXPANSION AND CONTRACTION OF PANELS. NOTE 1 /2" OF PANEL PAN MUST BE ENGAGED WITH EAVE FLASHING WHEN PANEL HAS EXPANDED TO ITS MAXIMUM LENGTH. REFER TO LINEAR EXPANSION CHART, PAGE CI-7. 3. GAP BETWEEN EAVE FLASHING AND PANEL MUST BE ADJUSTED TO SUIT TEMPERATURE DURING INSTALLATION. 4. SEE ALSO EXPANSION JOINT DETAIL CL-4. 5. SOLID SHEATHING (BY OTHERS) TO BE 1 /2" PLYWOOD OR EQUIVALENT IN STRENGTH FOR HOLDING POWER OF FASTENERS. 6. ALL FELT UNDERLAYMENT, CAULKING, AND FASTENERS, ARE ITEMS TO BE FURNISHED AND INSTALLED BY THE ROOFING INSTALLER AT THE DISCRETION OF THE ARCHITECT. 1" MIN. OR MAXIMUM EXPANSION OF PANEL + 1 /2" F F = FINISH SIDE EAVE FLASHING Le Idu Berridge EAVE DETAIL DATE: 05-01-97 ad Manufacturing PANEL TURNDOWN Company PAGE\FILE �ofDis� CEE—LOCK PANEL CL-10 RIDGE/HIP CAP; 4" END LAPS WITH CONTINUOUS -CAULK AT LAPS. POP RIVET TO ZEE CLOSURE 40" O.C. BERRIDGE CEE-LOCK PANEL CEE-LOCK CLIP; 36" O.C. MAX. OR CONTINUOUS CEE-RIB ZEE CLOSURE CUT TO FIT BETWEEN SEAMS, USE CL-23 AT RIDGE FASTENERS; 3 PER ZEE, MIN. CONTINUOUS BEAD OF CAULK BETWEEN CEE-LOCK PANEL AND ZEE CLOSURE # 30 FELT UNDERLAYMENT SOLID SHEATHING 1. FIELD CUT ZEE CLOSURE TO FIT BETWEEN PANEL SEAMS AT HIPS AT RIDGE USE DETAIL CL-23. 2. SOLID SHEATHING (BY OTHERS) TO BE MINIMUM 1 /2- PLYWOOD OR EQUIVALENT IN STRENGTH FOR HOLDING POWER OF FASTENERS. 3. ALL FELT UNDERLAYMENT, CAULKING, AND FASTENERS, ARE ITEMS TO BE , FURNISHED AND INSTALLED. BY., THE ROOFING .INSTALLER AT. THE DISCRETION OF THE ARCHITECT. F = FINISH SIDE F00 1�2Ii2� F Ln OPEN HEMS / T RIDGE/HIP CAP ZEE CLOSURE HIP DETAIL DATE: 0$-22-05 Berridge / Am ManufRIDGE/HIP Company PAGE\FILE of� CEE-.LOCK PANEL c�-2o RIDGE CAP; 4" END LAPS WITH CONTINUOUS CAULK AT LAPS, POP RIVET TO ZEE CLOSURE 40" O.C. MAX. CONTINUOUS CEE—RIB WITH 2 FASIENM 36 O.C. OR CEE—LOCK CLIPS 36 O.C. WITH 2 FASTENERS PER CLIP ZEE CLOSURE SEE DETAIL CL-23 CONTINUOUS BEAD OF — CAULK BETWEEN ZEE CLOSURE AND CEE—LOCK PANEL. SOLID SHEATHING BERRIDGE CEE—LOCK PANEL FASTENERS; MIN. 3 PER ZEE CLOSURE 6 30 FELT NDERLAYMENT LAP OVER RIDGE FASTENERS; 40" O.C. CAULK FASTENER HEADS 1. SEE DETAIL CL-23 FOR ZEE CLOSURE AT RIDGE. 2. SOLID SHEATHING (BY OTHERS) TO BE MINIMUM 1 /2" PLYWOOD OR EQUIVALENT IN STRENGTH FOR HOLDING POWER OF FASTENERS. 3. ALL FELT UNDERLAYMENT, CAULKING, AND FASTENERS, ARE ITEMS TO BE FURNISHED AND INSTALLED BY THE ROOFING INSTALLER AT THE DISCRETION OF THE ARCHITECT. F 2� OPEN HE I_ c'4 RIDGE CAP F = FINISH SIDE man DATE: 08-22-05 SHED ROOF. RIDGE CAP _ Berridge Manufacturing PAGE\FILE Company CL-21 CEE-LOCK PANEL = Roofs of Disrinction SECTION VIEW FIELD FORM END OF RIDGE FLASHING AND EXTEND UNDER CLEAT RIDGE FLASHING; 4" END LAPS WITH CONTINUOUS CAULK AT LAPS FIELD TAPERED ZEE CLOSURE WITH CONTINUOUS CAULK UNDER ZEE CLOSURE CL-20 PLAN VIEW MAIN ROOF PANELS RIDGE FLASHING VALLEY FLASF DORMER PANEL Berridge Manufacturing W Company gf DbMwd. CONTINUOUS CEE-RIB WITH 2 FASTENERS 36" O.C. OR CEE-CUP 36" O.C. WITH 2 FASTENERS PER CUP AND 2 CUPS AT END OF PANEL N # 30 FELT UNDERLAYMENT FASTENERS; 20" O.C. MAX. PLACE A SMALL DAB OF CAULK AT FASTENER LOCATION. DRIVE FASTENER AND CAULK FASTENER HEAD SOLID SHEATHING VALLEY FLASHING; 12" LAPS WITH CONTINUOUS CAULK AT LAPS RIDGE TERMINATION (DATE: 08-22-05I AT DORMER VALLEY me\FiLc CEE"-LOCK PANEL I CL-zz j� URE 1 1/2 1. ZEE CLOSURE IS DIE FORMED TO FIT PERPENDICULARLY BETWEEN PANEL SEAMS. CEE-LOCK RIDGE ( BERRIDGE CEE-LOC SLOPE TRANSITION CEE-LOCK RIDGE CLOSURE- BERRIDGE CEE-LOCK PANEL ` KIUIL — 3UP rLLI UNDERLAYMENT SOLID SHEATHING DATE: 08-22-05 CEE -LOCKAn _Berridge RIDGE CLOSURE � Manufacturing PAGE\FILE Company CL-23 CEE-LOCK'PANEL = Roofs of Distinction EXTRUDED VINYL WEATHERSEAL (OPTIONAL) US PATENT NO. 4,641,475. BERRIDGE CEE-LOCK PANEL CONTINUOUS CEE-RIB WITH 2 FASTENERS 36" O.C. OR CEE-LOCK CLIPS 36" O.C. WITH 2 FASTENERS PER CLIP TOP LAYER OF FELT TO BE - PARALLEL WITH ROOF SLOPE FIELD CUT PANEL AND FORM AROUND DRIP FLASHING. PANEL TO BE CONTINUOUS FROM EAVE TO RIDGE 1/2' DRIP FLASHING; 4"- END LAPS WITH CONTINUOUS CAULK AT LAPS. # 30 FELT UNDERLAYMENT FASTENERS; 20" O.C. MAX. CONTINUOUS BEAD OF CAULK SOLID SHEATHING 1. FIELD CUT AND FORM LAST PANEL AROUND DRIP FLASHING. PANEL MUST BE CONTINUOUS FROM RIDGE TO EAVE. 2. SOLID SHEATHING (BY OTHERS) TO BE MINIMUM 1/2--PLYWOOD OR EQUIVALENT IN STRENGTH FOR HOLDING POWER OF FASTENERS. 3. ALL FELT UNDERLAYMENT, CAULKING, AND FASTENERS, ARE ITEMS TO BE .FURNISHED AND INSTALLED BY THE ROOFING INSTALLER AT THE DISCRETION OF THE ARCHITECT. F = FINISH SIDE f --1/2' F ti DRIP FLASHING 4� Berridge GABLE DETAIL DATE: 08-22-05 ALA Manufacturing PANEL TURNDOWN Company PAGE\FILE .B Of n CEE-LOCK PANEL CL-30 SPECIAL CHANNEL CLOSURE; 4" END LAPS WITH CONTINUOUS CAULK AT LAPS ADDITIONAL FEMALE LEG MALE LEG OF PANEL FASTENER; 20" O.C. MAX. BERRIDGE CEE-LOCK PANEL TOP LAYER OF FELT TO BE PARALLEL WITH ROOF SLOPE # 30 FELT UNDERLAYMENT SOLID SHEATHING FASTENER; 20" O.C. MAX. STAGGERED PLACE A DAB OF CAULK AT FASTENER LOCATIONS DRIVE FASTENER AND CAULK FASTENER HEADS CONTINUOUS BEAD OF CAULK 1/2" DRIP FLASHING; 4" END LAPS WITH CONTINUOUS CAULK AT LAPS 1. SNAP ADDITIONAL FEMALE LEG ON TO MALE LEG OF PANEL. SLIP PANEL INTO SPECIAL CLOSURE THEN SNAP LOCK PANEL TO ADJACENT PANEL. 2. SOLID SHEATHING (BY OTHERS) TO BE MINIMUM. 1 /2" PLYWOOD OR EQUIVALENT IN STRENGTH FOR HOLDING POWER OF FASTENERS. 3. ALL FELT UNDERLAYMENT, CAULKING, AND FASTENERS, ARE ITEMS TO BE FURNISHED AND INSTALLED BY THE ROOFING INSTALLER AT THE DISCRETION . OF THE ARCHITECT. F = FINISH SIDE 4• F F 3/4- r_ n / FT DRIP FLASHING ADDITIONAL LEG SPECIAL CHANNEL FLASHING GABLE DETAIL = DATE: 08-22-05 CHANNEL CLOSURE x Berridge ADDITIONAL LEG 2 Manufacturing m Company, PAGE\FILE C�-3i CEE-LOCK PANEL Roofs, of Distinction SPECIAL CHANNEL CLOSURE; 4" END LAPS WITH CONTINUOUS CAULK AT LAPS. CONTINUOUS BEAD OF CAULK. DRIP FLASHING; 4" END LAPS WITH CONTINUOUS CAULK AT LAPS. BERRIDGE CEE-LOCK PANEL # 30 FELT UNDERLAYMENT FASTENERS; 20" O.C. MAX. TOP LAYER OF FELT TO BE PARALLEL WITH ROOF SLOPE FASTENERS; 20" O.C. MAX. STAGGERED PLACE A DAB OF CAULK AT FASTENER LOCATIONS DRIVE FASTENER AND CAULK FASTENER HEADS SOLID SHEATHING 1. SOLID SHEATHING (BY OTHERS) TO BE MINIMUM 1/2" PLYWOOD OR EQUIVALENT IN STRENGTH FOR HOLDING POWER OF FASTENERS. 2. ALL FELT UNDERLAYMENT, CAULKING, AND FASTENERS, ARE ITEMS TO BE FURNISHED AND INSTALLED BY THE ROOFING INSTALLER AT THE DISCRETION OF THE ARCHITECT. F = FINISH SIDE F ",k2 DRIP FLASHING 4' 3/4' F N, Ln SPECIAL CHANNEL CLOSURE 2 GABLE DETAIL DATE: 08-22=05 Berridge Manufacturing CHANNEL CLOSURE Company PAGE\FILE RZ-ftB of Disdncd— CEE-LOCK PANELCL-3 2 EXTRUDED VINYL WEATHERSEAL (OPTIONAL) US PATENT NO. 4,641,475. BERRIDGE CEE—LOCK PANEL CONTINUOUS CEE—RIB WITH 2 FASTENERS 36" O.C. OR CEE—LOCK CLIPS 36" O.C. WITH 2 FASTENER PER CLIP FIELD CUT LAST PANEL AND SLIP INTO J—CLIP J—CLIP; 4" END LAPS WITH CONTINUOUS CAULK AT LAPS CONTINUOUS BEAD OF CAULK 1/2" TOP LAYER OF FELT TO BE PARALLEL WITH ROOF SLOPE # 30 FELT UNDERLAYMENT DRIP FLASHING; 4" II FASTENERS; 20" O.C. MAX. END LAPS WITH CONTINUOUS CAULK SOLID SHEATHING AT LAPS NOTE: PLACE A SMALL AMOUNT OF CAULK AT J—CLIP FASTENER LOCATION. DRIVE FASTENER THROUGH CAULK, THEN CAULK FASTENER HEAD. 1. FIELD CUT LAST PANEL AND SLIP INTO J—CLIP. PANEL TO BE CONTINUOUS RIDGE TO 2. SOLID SHEATHING (BY OTHERS) TO BE MINIMUM 1/2" PLYWOOD OR EQUIVALENT IN STRENGTH FOR HOLDING POWER OF FASTENERS. 3. ALL FELT UNDERLAYMENT, CAULKING, AND FASTENERS ARE ITEMS TO BE FURNISHED AND INSTALLED BY THE ROOFING INSTALLER AT THE DISCRETION OF THE ARCHITECT. F DRIP FLASHING DATE: 08-22-05 PAGE\FILE CL-33 F = FINISH SIDE 0 --112' F GABLE DETAIL J-CLIP CEE-LOCK PANEL J=CLIP 4■ Bemdge . Manufacturing w Company Roofs 0jr Discnction EXTRUDED VINYL WEATHERSEAL (OPTIONAL) US PATENT NO. 4,641,475. BERRIDGE CEE-LOCK PANEL CONTINUOUS CEE-RIB WITH g FASTENERS 36" O.C. OR CEE-LOCK CLIP 36 O.C. WITH 2 FASTENERS PER CLIP FIELD CUT LAST PANEL AND FORM AROUND - DRIP FLASHING (PANEL MUST BE CONTINUOUS FROM RIDGE TO EAVE) CONTINUOUS BEAD OF CAULK FASTENERS- MIN. 3 PER ZEE CLOSURE GABLE FLASHING; POP RIVET TO ZEE CLOSURE 40" O.C. MAX. WITH 4" END LAPS WITH CONTINUOUS CAULK AT LAPS. I SPECIAL ZEE CLOSURE; CUT TO FIT BETWEEN SEAMS BERRIDGE CEE-LOCK PANEL - # 30 FELT UNDERLAYMENT SOLID SHEATHING TOP LAYER OF FELT TO BE PARALLEL ,WITH ROOF SLOPE # 30 FELT UNDERLAYMENT MSTEO.C.X. AGCERD CONTINUOUS BEAD OF CAULK BETWEEN ZEE CLOSURE, CEE-LOCK PANEL AND SEAM CONTINUOUS CAE -RIB WITH 2 FASTENERS 36' O.C. OR CEE-LOCK CLIP 36" O.C. WITH 2 FASTENERS PER CLIP 1. FIELD CUT AND FORM LAST PANEL AROUND GABLE FLASHING. PANEL MUST BE CONTINUOUS RIDGE TO EAVE. 2. SOLID SHEATHING (BY OTHERS) TO BE MINIMUM 1/2" PLYWOOD OR EQUIVALENT IN STRENGTH FOR HOLDING POWER OF FASTENERS. 3 NISDE4NFI AND ATTER ENOECI•AD INSTALLED BYTHE OOING INSTALLER HFASTENERS, OF THEFURNISHED F L41- OPEN HEM GABLE FLASHING r F = FINISH SIDE aD IN F uO SPECIAL ZEE CLOSURE Berridge GABLE DETAIL DATE: 08-22-05 c . Manufacturing Company PAGE\FILE of CEE—LOCK PANELCL-3 4 EXTRUDED VINYL WEATHERSEAL (OPTIONAL) US PATENT NO. 4,641,475. BERRIDGE CEE—LOCK PANEL CONTINUOUS CEE—RIB WITH � FASTENERS 36"- O.C. OR CEE—LOCK CLIP 36 O.C. WITH 2 FASTENER PER CLIP FIELD CUT LAST PANEL AND SLIP INTO J—CLIP• (PANEL MUST BE CONTINUOUS FROM RIDGE TO EAVE) CONTINUOUS BEAD OF CAULK J—CLIP; 4" END LAPS WITH CONTINUOUS CAULK AT LAPS I SPECIAL CHANNEL CLOSURE; 4" END LAPS WITH CONTINUOUS CAULK AT LAPS 1/2' BERRIDGE FASCIA PANEL # 30 FELT UNDERLAYMENT SOLID SHEATHING TOP LAYER OF FELT TO BE PARALLEL WITH ROOF SLOPE # 30 FELT UNDERLAYMENT FASTENERS; 20" O.C. MAX. PLACE A SMALL AMOUNT OF CAULK AT J—CLIP FASTENER LOCATION, DRIVE FASTENER THROUGH CAULK, THEN CAULK FASTENER HEAD. 1. FIELD CUT LAST PANEL AND SLIP INTO J—CLIP. PANEL MUST BE CONTINUOUS RIDGE TO EAVE. 2. SOLID SHEATHING (BY OTHERS) TO BE MINIMUM 1 /2" PLYWOOD OR EQUIVALENT IN STRENGTH FOR HOLDING POWER OF FASTENERS. 3. ALL FELT UNDERLAYMENT, CAULKING, AND FASTENERS, ARE ITEMS TO BE FURNISHED AND INSTALLED BY THE ROOFING INSTALLER AT THE DISCRETION OF THE ARCHITECT. 4' F �-3/4' F SPECIAL CHANNEL CLOSURE F = FINISH SIDE co 3' MIN1-1 c— F J—CLIP DATE: 08-22-05 GABLE DETAIL Berridge Ad Manufacturing PAGE\FILE L Company CL-35 CEE-LOCK PANEL Roofs of Distinction SLOPE 1:12 MIN. CAP FLASHING; 4" END LAPS WITH FASTENERS AT CONTINUOUS CAULK AT LAPS. POP RIVET TO COUNTERFLASHING 40" O.C. MAX. LAPS AND STAGGERED 20" FASTENERS; 20" O.C. MAX. O.C. MAX. CAULK FASTENER HEADS # 30 FELT UNDERLAYMENT FASTENERS; 40" COUNTERFLASHING; 4" END LAPS WITH O.C. MAX. CAULK CONTINUOUS CAULK AT LAPS. POP RIVET FASTENER HEADS TO ZEE CLOSURE 40" O.C. MAX. BERRIDGE CEE—LOCK PANEL ZEE CLOSURE SEE DETAIL CL-23 CONTINUOUS CEE—RIB �` SUB -FLASHING; 4' WITH 2 FASTENERS END LAPS WITH 36" O.C. OR CEE—CLIP ,-' CONTINUOUS 36" O.C. 2 FASTENERS CAULK AT LAPS. PER CLIP CONTINUOUS BEAD OF CAULK BETWEEN ZEE CLOSURE AND CEE—LOCK PANEL SOLID SHEATHING " FASTENERS; MIN. 3 PER ZEE CLOSURE 1. FIELD CUT ZEE CLOSURE TO FIT BETWEEN PANEL SEAMS IF PANELS ARE NOT PERPENDICULAR TO WALL. 2. SOLID SHEATHING (BY OTHERS) TO BE MINIMUM 1./2" PLYWOOD OR EQUIVALENT IN STRENGTH FOR HOLDING POWER OF FASTENERS. 3. ALL FELT UNDERLAYMENT, CAULKING, AND FASTENERS, ARE ITEMS TO BE FURNISHED AND INSTALLED BY THE ROOFING INSTALLER AT THE DISCRETION OF THE ARCHITECT. SLOPE MIN. 1:12 F N .�. 7 y CAP FLASHING OPEN HEM COUNTERFLASHING �I SUB —FLASHING F = FINISH SIDE 00 F OLD T ZEE CLOSURE An Berridge PARAPET D ETA I L DATE: 08-22-05 Manufacturing 6 Company PAGE\FILE Roofs��n CEE —LOCK PANEL CL-40 BERRIDGE FASCIA PANEL # 30 FELT UNDERLAYMENT COUNTERFLASHING; 4" END LAPS ' WITH CONTINUOUS CAULK AT LAPS POP RIVET TO ZEE CLOSURE 40" O.C. BERRIDGE CEE-LOCK PANEL ZEE CLOSURE SEE DETAIL CL-23 CONTINUOUS CEE-RIB WITH 2 FASTENERS 36" O.C. OR CEE-CLIP 36" O.C. WITH 2 FASTENERS PER CLIP CONTINUOUS BEAD OF CAULK BETWEEN ZEE CLOSURE AND CEE-LOCK PANEL FASTENERS; MIN. 3 PER ZEE CLOSURE FASTENERS; 20" O.C. MAX. SUB -FLASHING; 4" END LAPS WITH CONTINUOUS CAULK AT LAPS SOLID SHEATHING 1. FIELD CUT ZEE CLOSURE TO FIT BETWEEN PANEL SEAMS IF PANELS ARE NOT PERPENDICULAR TO WALL. 2. SOLID SHEATHING (BY OTHERS) TO BE MINIMUM 1/2" PLYWOOD OR EQUIVALENT IN STRENGTH FOR HOLDING POWER OF FASTENERS. 3. ALL FELT UNDERLAYMENT, CAULKING, AND FASTENERS, ARE ITEMS TO BE FURNISHED AND INSTALLED BY THE ROOFING INSTALLER AT THE DISCRETION OF THE ARCHITECT. F OPEN HEM COUNTERFLASHING SUB —FLASHING F = FINISH SIDE ao F N, u� T� T ZEE CLOSURE 4■ e Berridge WALL DETAIL DATE: os-22-os Manufacturing WITH FASCIA PANEL Company PAGE\FILE c�-5o of�n CEE LOCK PANEL REGLET CONTINUOUS CAULK AT REGLET CONTINUOUS SUB —FLASHING; 4" END — LAPS WITH CONTINUOUS CAULK AT LAPS FASTENERS; 20" O.C. MAX. COUNTERFLASHING; 4" END LAPS WITH CONTINUOUS CAULK AT LAPS POP RIVET TO ZEE CLOSURE 40" O.C. BERRIDGE CEE—LOCK PANEL CONTINUOUS CEE—RIB WITH 2 FASTENERS 36" O.C. OR CEE—CLIP PER 0 LIP 2 FASTENERS \ ZEE CLOSURE SEE DETAIL CL-23 # 30 FELT UNDERLAYMENT SOLID SHEATHING a A CONTINUOUS BEAD OF CAULK BETWEEN ZEE CLOSURE AND CEE—LOCK PANEL MIN. 3 FASTENERS PER ZEE CLOSURE FASTENERS; 20" O.C. MAX. 1. FIELD CUT ZEE CLOSURE TO FIT BETWEEN PANEL SEAMS IF PANELS ARE NOT PERPENDICULAR TO WALL. 2. SOLID SHEATHING (BY OTHERS) TO BE MINIMUM 1 /2" PLYWOOD OR EQUIVALENT IN STRENGTH FOR HOLDING POWER OF FASTENERS. 3. ALL FELT UNDERLAYMENT, CAULKING, AND FASTENERS, ARE ITEMS TO BE FURNISHED AND INSTALLED BY THE ROOFING INSTALLER AT THE DISCRETION OF THE ARCHITECT. �I SUB -FLASHING OPEN HEM COUNTERFLASHING F = FINISH SIDE F LO T_4 T ZEE CLOSURE - low DATE: 08-22-05 HEAD WALL DETAIL x Berridge REGLET = Manufacturing PAGE\FILE d Company CL-51 CEE-LOCK PANEL = Roofs of Distinction BERRIDGE FASCIA PANEL FASTENERS; 20" O.C. MAX. COUNTERFLASHING; 4" END LAPS WITH CONTINUOUS CAULK AT LAPS EXTRUDED VINYL WEATHERSEAL (OPTIONAL) US PATENT NO. / 4,641,475. j BERRIDGE CEE—LOCK - PANEL # 30 FELT UNDERLAYM CONTINUOUS CEE—RIB —P===7— WITH 2 FASTENERS 36" O.C. OR CEE—LOCK CLIPS 20" O.C. WITH FASTENERS PER CLIP TOP LAYER OF FELT TO BE PARALLEL WITH ROOF SLOPE # 30 FELT UNDERLAYMENT FIELD CUT AND FORM NEW LEG ON LAST PANEL. PANEL CONTINUOUS RIDGE TO EAVE. CLOSURE CHANNEL; 4" END LAPS WITH CONTINUOUS. CAULK AT LAPS CONTINUOUS BEAD OF CAULK SUB —FLASHING; 4" END LAPS WITH CONTINUOUS CAULK AT LAPS SOLID SHEATHING FASTENER; 20" O.C. MAX. 1. FIELD CUT LAST PANEL AND FORM NEW LEG. PANEL TO BE CONTINUOUS FROM RIDGE TO EAVE. 2. SOLID SHEATHING (BY OTHERS) TO BE MINIMUM 1 /2" PLYWOOD OR EQUIVALENT IN STRENGTH FOR HOLDING POWER OF FASTENERS. 3. ALL FELT UNDERLAYMENT, CAULKING, AND FASTENERS, ARE ITEMS TO BE FURNISHED AND INSTALLED BY THE ROOFING INSTALLER AT THE DISCRETION OF THE ARCHITECT. F OPEN HEM COUNTERFLASHING SUB —FLASHING F = FINISH SIDE 4' zo F LO -T CLOSURE CHANNEL ZBBerridge RAKE WALL DETAIL DATE: 08-22-05 Manufacturing WITH FASCIA PANEL Company. PAGE\FILE of� CEE—LOCK PANEL cL-52 CONTINUOUS CAULK AT REGLET COUNTERFLASHING; 4" END LAPS WITH CONTINUOUS CAULK AT LAPS EXTRUDED VINYL WEATHERSEAL =� (OPTIONAL) US PATENT NO. 4,641,475. BERRIDGE CEE—LOCK PANEL; FIELD CUT LAST PANEL AND FORM NEW LEG. PANEL TO BE CONTINUOUS FROM RIDGE TO EAVE. TOP LAYER OF FELT TO BE PARALLEL WITH ROOF SLOPE # 30 FELT UNDERLAYMENT —k k< CONTINUOUS CEE—RIB WITH 2 FASTENERS 36" O.C. OR CEE—LOCK CLIPS 36" O.C. WITH 2 FASTENERS PER CLIP REGLET ..a d FASTENERS; 20" O.C. MAX. v d A . . e . q:..d ..a FASTENERS; 20" O.C. MAX. CONTINUOUS BEAD OF CAULK SOLID SHEATHING SUB —FLASHING; 4" END LAPS WITH CONTINUOUS CAULK AT LAPS 1. FIELD CUT LAST PANEL AND FORM NEW LEG. PANEL MUST BE CONTINUOUS FROM RIDGE TO EAVE. 2. SOLID SHEATHING (BY OTHERS) TO BE MINIMUM 1 /2" PLYWOOD OR EQUIVALENT IN STRENGTH FOR HOLDING POWER OF FASTENERS. 3. ALL FELT UNDERLAYMENT, CAULKING, AND FASTENERS, ARE ITEMS TO BE FURNISHED AND INSTALLED BY THE ROOFING INSTALLER AT THE DISCRETION OF THE ARCHITECT. SUB —FLASHING y F= Al F N 1 T COUNTERFLASHING DATE: 08-22-05I RAKE WALL DETAIL WITH REGLET FLASHING PA`ci-`sa CEE—LOCK PANEL FINISH SIDE Berridge Manufacturing Company TOP FELT LAYER TO RUN PARALLEL WITH ROOF SLOPE # 30 FELT UNDERLAYMENT SOLID SHEATHING - CLOSURE CHANNEL EAVE FLASHING FASCIA BOARD SNIP PANEL LEG AND FIELD FORM PANEL PAN AROUND EAVE FLASHING EAVE FLA FORM LE( OF FLASH PUSH INT BERRIDGE CEE-LOCK PANEL FASCIA SEE DETAIL BELOW FOR CAULKING AT THIS LOCATION # 30 FELT UNDERLAYMENT; CARRY FELT UP RAKE WALL RAKE WALL SOLID SHEATHING CAULK AT CORNER FASCIA BOARD RAKE Berridge USE THIS D WEo�aLs DATE: 05-01-97 AVE AND CL-53 Manufacturing Company PAGE\FILE ofn CEE—LOCK PANEL I CL-54 BERRIDGE CEE-LOCK PANEL CONTINUOUS CEE-RIB WITH 2 FASTENERS 36" O.C. OR CEE-LOCK CLIPS 36" O.C. WITH 2 AT SAVE FIELD NOTCH PANEL SEAM --\ EAVE FLASHING; 4" END —� LAPS WITH CONTINUOUS CAULK AT LAPS, POP RIVET TO ZEE CLOSURE 40" O.C. CONTINUOUS BEAD OF CAULK BETWEEN ZEE CLOSURE. AND CEE-LOCK PANEL SPECIAL ZEE CLOSURE; CUT — TO FIT BETWEEN PANEL SEAMS 1. FIELD CUT ZEE CLOSURE TO FIT BETWEEN SEAMS OF WALL PANELS. # 30 FELT UNDERLAYMENT FASTENERS; 20" 0. MAX. SOLID SHEATHING .FASTENERS; MIN. 3 PER CLOSURE # 30 FELT UNDERLAYMENT CEE-LOCK PANEL 2. SOLID SHEATHING . (BY OTHERS) TO BE MINIMUM 1 /2" PLYWOOD OR EQUIVALENT IN STRENGTH FOR HOLDING POWER OF FASTENERS. 3. ALL FELT UNDERLAYMENT, CAULKING, AND FASTENERS, ARE ITEMS TO BE FURNISHED AND INSTALLED BY THE ROOFING INSTALLER AT THE DISCRETION OF THE ARCHITECT. MIN. 1 " MAXIMUM EXPANSION OF PANEL +1/2" OPEN HEM EAVE FLASHING F = FINISH SIDE) I c°. y 00 F LO \ T T SPECIAL ZEE CLOSURE Berridge TO FASCIA TRANSITION DATE: 05-01-97 `Manufacturing COUNTER FLASHING dbd Company" PAGE\FILE =*ofn CEE—LOCK PANEL CL-60 BERRIDGE CEE-LOCK PANEL CONTINUOUS CEE-RIB WITH 2 FASTENERS 36" O.C. OR CEE-LOCK CLIPS 36" O.C. WITH 2 AT END OF PANEL CONTINUOUS CLEAT CUT BACK PANEL LEG AND FIELD FORM - PANEL PAN TO ENGAGE CONTINUOUS CLEAT 1:12 MIN. SLOPE AWAY FROM PANEL HOOK TRANSITION FLASHING; 4" END LAPS WITH CONTINUOUS CAULK AT LAPS. POP RIVET TO ZEE CLOSURE 40" O.C. ZEE CLOSURE SEE DETAIL CL-23 CAULK RIVET HEADS SUB -FLASHING; 4" END LAPS WITH CONTINUOUS CAULK AT LAPS. FASTENERS; 20" O.C. MAX. # 30 FELT U N DERLAYMENT CONTINUOUS BEAD OF CAULK BETWEEN ZEE CLOSURE AND CEE-LOCK PANEL FASTENERS; 40" O.C. MAX. SOLID SHEATHING NOTE: PLACE A SMALL AMOUNT OF CAULK AT CLEAT FASTENER FASTENERS; MIN. 3 PER CLOSURE LOCATION, DRIVE FASTENER, THEN CAULK FASTENER HEAD. DO NOT: RUN A CONTINUOUS BEAD OF CAULK ON CLEAT OR UNDER CLEAT 1. SEE DETAIL CL-23 FOR ZEE CLOSURE. 2. SOLID SHEATHING (BY OTHERS) TO BE MINIMUM 1 /2" PLYWOOD OR EQUIVALENT IN STRENGTH FOR HOLDING POWER OF FASTENERS. 3. ALL FELT UNDERLAYMENT, CAULKING, AND FASTENERS, ARE ITEMS TO BE FURNISHED AND INSTALLED BY THE ROOFING INSTALLER AT THE DISCRETION OF THE ARCHITECT. F OPEN HEM TRANSITION FLASHING SUB -FLASHING DATE: 08-22-05 SLOPE TRANSITION DETAIL `"`a`-ei CEE-LOCK PANEL F = FINISH SIDE 3' MIN. 00 1 -� .4 CONTINUOUS CLEAT Berridge Manufacturing Company Roofs of DisTiw ion BERRIDGE CEE-LOCK PANEL FEMALE PANEL LEG MALE PANEL LEG - FIELD CUT PANEL LEGS AND BEND PANEL TO FASCIA SEE DETAIL CL-63, CL-64 METAL STRIP INSERT INTO - MALE LEG. SEE DETAIL CL-63, CL-64 USE C2) CLIPS BELOW — TRANSITION ADDITIONAL FEMALE LEG - SEE DETAIL CL-63, CL-64 CEE-LOCK CLIP 20" O.C. MAX. SPECIAL CHANNEL CLOSURE; LEAVE 1/8" GAP BETWEEN EACH FLASHING SECTION CONTINUOUS CEE-RIB OR CEE-LOCK CLIPS (2) CLIPS AT END OF PANEL # 30 FELT UNDERLAYMENT SOLID SHEATHING # 30 FELT UNDERLAYMENT FASTENERS; 20" O.C. MAX. -= 1 /2" BELOW SOFFIT r i 1. FIELD CUT LEGS AND BEND PANEL AS REQUIRED FOR CHANGE IN SLOPE FROM ROOF TO FASCIA. 2. ONLY ONE SLOPE TRANSITION PER PANEL IS RECOMMENDED. 3. SEE SLOPE TRANSITION (CL-63 AND CL-64) FOR PANEL LEG MITER AND CAULKING DETAILS. 4. IF SOLID SHEATHING (BY OTHERS) IS USED, SHEATHING MUST BE MINIMUM 1/2" PLYWOOD OR EQUIVALENT IN STRENGTH FOR HOLDING POWER OF FASTENERS. 5. ALL FELT UNDERLAYMENT, CAULKING, AND FASTENERS, ARE ITEMS TO BE FURNISHED AND INSTALLED BY THE ROOFING INSTALLER AT THE DISCRETION OF THE ARCHITECT. co W) SPECIAL CHANNEL CLOSURE F = FINISH SIDE SLOPE TRANSITION DATE: 05-01-97 Berridge ROOF TO FASCIA B Manufacturing OVERVIEW Company PAGE\FILE ,*of-cEE-LOCK PANELCL-62 STEP 1 © MEASURE DISTANCE WHERE ANGLES CROSS TO DETERMINE DETERMINE THE ANGLE THE LENGTH OF ANGLE CUT k ROOF CUT REQUIRED FOR ROOF TO FASCIA AND LENGTH EAVE LINE i OF FASCIA PANEL CUT. i AO PLACE 2 STRIPS OF 1 1 /2" T © MEASURE THIS DISTANCE TO METAL ANGLE ONE ON ROOF } DETERMINE THE AND ONE ON FASCIA LENGTH OF FASCIA FASCIA PANEL BERRIDGE CEE-LOCK PANEL LENGTH OF ANGLE CUT �+ LEGS OF PANEL STEP 2 PAN OF WITH A MITER BOX AND HACKSAW CUT PANEL PANEL LEGS TO ANGLE REQUIRED FOR ROOF TO FASCIA TRANSITION Y - I� EQUALS LENGTH 'f FASCIA h OF STEP 3 BERRIDGE CEE-LOCK PAN OF PANEL © CUT TOP OF BEND PANEL TO FIT PANEL FEMALE PANEL ROOF TO FASCIA. MAKE FEMALE LEG OF LEG OFF THE ADDITIONAL CUTS PER PANEL ENTIRE LENGTH A AND B AND FILE BURRS. OF THE FASCIA ©FILE OFF ALL PANEL BURRS AT SAW CUT EDGES PANEL BEND LINE FEMALE LEG OF OA SNIP FEMALE ROOF PANEL MALE LEG LEG OF�ROOF OF. PANEL FEMALE LEG OF PANEL AT THIS POINT BY 1 /2" LONG FASCIA PANEL BERRIDGE CEE=LOCK PANEL FEMALE LEG OF PANEL STEP 4 ROOF PANEL IN STALL SPECIAL CHANNEL CLOSURE FLASHING AT BOTTOM MALE LEG OF PANEL OF FASCIA. PLACE FASCIA PANEL CEE-LOCK CLIPS OR INTO SPECIAL CHANNEL CLOSURE. CEE-LOCK RIB ON , ROOF PANEL SECURE FASCIA PANEL TO FASCIA EAVE LINE WITH CEE-LOCK CLIPS 20" O.C. CEE-LOCK CLIP PLACE PANEL ON ROOF AND SECURE ROOF PANEL CHANNEL CLOSURE WITH CEE-LOCK CLIPS OR CEE-LOCK RIB. SEE DETAIL CL-62 SLOPE TRANSITION DATE: 05-01-97 ROOF TO FASCIA = Berridge INSTALLATION INSTRUCTIONS 2i Manufacturing Company PACE�FILE C-63 CEE-LOCK PANEL N of Distinction STEP 5 NOTE: PAINTED SIDE OF METAL STRIP ABOVE FROM A FLAT SHEET OF METAL EAVE LINE IS TO FACED PRIMER SIDE OF PAINTED TO MATCH THE ROOF, ROOF PANEL LEG. CUT A STRIP 1 3/8" WIDE AND LENGTH AS SHOWN IN DIAGRAM TO THE RIGHT. THIS METAL STRIP IS TO BE PLACED INTO THE MALE LEG OF THE FASCIA PANEL. SEE BELOW. © MITER CUT METAL STRIP TO MATCH SLOPE OF ROOF AO SUP METAL STRIP INTO MALE LEG OF FASCIA PANEL © PLACE SMALL AMOUNT OF CAULK METAL STRIP PLACED AT PANEL AND EAVE LINE INTO MALE LEG OF LENGTH OF METAL STRIP FASCIA PANEL COLOR SIDE OF MALE LEG OF CEE—LOCK METAL STRIP FASCIA PANEL STEP 6 PREPARE ADJACENT PANEL FOR INSTALLATION FOLLOWING STEPS 1, 2, AND 3. STEP 7 INSTALL PANEL PER STEPS 4 AND 5. STEP 8 CONSULT BERRIDGE MFG COMPANY REGARDING THE ADDITIONAL FEMALE LEG FOR THE TURNDOWN APPLICATION. ADDITIONAL FEMALE LEG SNAP ON ADDITIONAL FEMALE LEG INSTALL NEXT PANEL STARTING AT STEP 1 = SLOPE TRANSITION x Berridge ROOF TO FASCIA DATE: 08-22-05 a Manufacturing INSTALLATION INSTRUCTIONS PAGE\FILE Company CEE -LOCK PANEL CL-64 Roofs of Distinction BERRIDGE CEE—LOCK PANEL CONTINUOUS CEE—RIB WITH 2 FASTENERS 36" O.C. OR CEE—LOCK CUP 36" O.C. WITH 2 FASTENERS PER CLIP DO NOT USE FASTENERS IN VALLEY FLASHING. C❑NTINU❑US CLEAT; WITH FASTENERS 20' O.C. CONTINUOUS BEAD OF CAULK BETWEEN VALLEY FLASHING AND FELT UNDERLAYMENT VALLEY FLASHING SOLID SHEATHING # 30 FELT UNDERLAYMENT FIELD CUT PANEL SEAM AND FORM PANEL PAN AROUND CLEAT OF VALLEY FLASHING. DO NOT RUN CONTINUOUS CAULK IN OR ON CLEAT OF VALLEY FLASHING, EXCEPT AT VALLEY FLASHING LAPS. 1. FOR EXPANSION AND CONTRACTION OF PANELS, SEE CI-7 AND CL-10 2. SOLID SHEATHING (BY OTHERS) TO .BE A MINIMUM OF 1 /2" PLYWOOD OR EQUIVALENT IN STRENGTH FOR HOLDING POWER OF FASTENERS. 3. ALL FELT UNDERLAYMENT, CAULKING, AND FASTENERS, ARE ITEMS TO BE FURNISHED AND INSTALLED BY THE ROOFING INSTALLER AT THE DISCRETION OF THE ARCHITECT. F = FINISH SIDE OPEN HEM CONTINUOUS CLEAT FASTEN THROUGH VALLEY - ONLY AT TOP OF FLASHING UNDER LAP, NO FASTENERS ARE TO BE EXPOSED ON TOP (OVERLAPPING) VALLEY DO NOT RUN --� CAULK IN OR ON CLEAT OF VALLEY FLASHING <AND NEL SEAM BACK, ANEL PAN UNDER OK PANEL PAN ALLEY FLASHING. h1 F n MAN. VALLEY FLASHING 12' LAP 2 CONTINUOUS BEADS OF CAULK AT LAPS VALLEY FLASHING LAP 1:1 Berridge VALLEY DETAIL DATE: 08-22-05 AA Manufacturing Company PAGE\FILE R-ftof Divbwdan CEE—LOCK PANEL CL-70 DO NOT RUN CONTINUOUS CAULK IN OR UNDER HOOK TAB. EXCEPT AT VALLEY FLASHING LAPS. SEE DETAIL CL-70. CEE-LOCK CUP OR CONTINUOUS CEE-RIB CONTINUOUS 7 CLEAT _ / # 30 FELT UNDERLAYMENT VALLEY FLASHING CONTINUOUS BEAD OF CAULK CEE-LOCK PANEL C❑NTINU❑US CLEAT SOLID SHEATHING SEE DETAIL CL-70 FOR VALLEY FLASHING LAP (2) CEE-CLIPS ABOVE VALLEY FLASHING. USE FASTENERS AT THESE CLIPS OR IF CEE-RIB START FASTENERS ABOVE VALLEY / FLASHING. DO NOT USE FASTENERS THRU VALLEY FLASHING. CONTINUOUS CLEAT; WITH FASTENERS 20" O.C. MAX. DATE: 08-22-05 Berrid e . VALLEY ISOMETRIC 9 Manufacturing PAGE\FILE .y Company c�-�i CEE—LOCK PANEL Roofs of Distinction ROOF PIPE PENETRATION OF 4" DIA. OR LESS RUBBERIZED BOOT FLASHING BERRIDGE CEE-LOCK PANEL CONTINUOUS CEE-RIB OR CEE-CLIP FASTENERS; 20" O.C. MAX. SOLID SHEATHING CONTINUOUS CAULK AND STAINLESS STEEL HOSE CLAMP i i SET RUBBERIZED BOOT INTO CONTINUOUS BEAD OF CAULK. USE FASTENERS AS SPEC'D BY BOOT MANUFACTURER CAULK FASTENER HEADS L� # 30 FELT UNDERLAYM NT NOTE: POSITION SQUARE BASED BOOTS IN A DIAMOND ORIENTATION WHERE POSSIBLE TO AID IN DIVERTING WATER NOTE: PIPE PENETRATION TO BE IN PAN OF PANEL ONLY NOTE: FIELD CUT HOLE IN PANEL 1 " LESS THAN DIA. OF STACK. BACK CUT HOLE AND BEND PANEL UP AROUND STACK. CAULK CONTINUOUS. NOTE: IF PANELS ARE 30' OR LONGER, CUT HOLE TO ALLOW FOR THERMAL MOVEMENT. NOTE: IF PIPE IS MADE OF METAL IT MUST BE PAINTED TO PREVENT RUST RUN-OFF FROM STAINING PANELS PIPE PENETRATION DATE: 08-22-0 Berridge (PREFERRED METHOD) Manufacturing IN PAN OF PANEL; ONLY Company, � PAGE\FILE R.*of n CEE'LOCK PANEL, CL-so RUN PANEL AND SEAM UP TO STACK AND CAULK BERRIDGE CEE=LOCK PANEL CONTINUOUS BEAD OF CAULK RUN PANEL AND SEAM UP TO STACK / AND CAULK CUT PANEL SEAM AND LAP SEAM IN DIRECTION OF WATER FLOW * SECTION A /j * SECTION B / PAGE CL-81 � PAGE CL-81 ��11 ROOF PENETRATION CENTERED ON SEAM ROOF PENETRATION OFF CENTER ON SEAM *CALL BMC BEFORE USING THIS DETAIL NOTE: CALL BMC BEFORE USING DETAILS ON THIS PAGE. USE ONLY IF PENETRATION OCCURS ON SEAM OR WITHIN AREA OF PAN THAT WILL NOT ACCOMMODATE \ BOOT. USE WITH SOLID SUBSTRATE ONLY. CONTINUOUS BEAD OF CAULK CONTINUOUS BEAD OF CAULK AROUND SEAM 0 CAULK AT -� A NOTE: IF PIPE IS MADE OF METAL IT SNIPPED OPENINGS MUST BE PAINTED TO PREVENT RUST RUN-OFF FROM STAINING PANELS PIPE PENETRATION ON PANEL SEAM DATE: 05-01-97 ISOMETRIC AND PLAN VIEW; Berridge *CALL BMC BEFORE USING THIS DETAIL = Ad Manufacturing Company u� P y PAGE\FILE cL-81 -CEE -LOCK PANEL 2 of Distinction * SECTION A USE THIS DETAIL WHEN STACK IS CENTERED ON SEAM ROUND STACK; MUST BE OF MATERIAL COMPATIBLE WITH 24 GA. GALVANIZED PAINTED METAL CUT PANEL AND BEND UP 1" AROUND STACK AND CAULK RUN SEAM AND PANEL UP TO STACK AND CAULK # 30 FELT — UNDERLAYMENT A 0 24 GA. ROUND STACK FLASHING TO MATCH PANEL COLOR r RUN SEAM AND PANEL UP I TO STACK AND CAULK # 30 FELT UNDERLAYMENT CEE-LOCK CLIPS; 2 REQ'D AT PENETRATION (IF NOT USING CONTINUOUS RIB) SOLID SHEATHING CEE-LOCK CLIPS; 2 FIELD MITER PANEL LEGS AND SEAM. CUT HOLE REQ'D AT PENETRATION (IF NOT IN PANEL .1" LESS THAN DIA. OF STACK. BACK USING CONTINUOUS RIB) CUT HOLE AND BEND PANEL UP AROUND STACK. NOTE: IF PIPE IS MADE OF METAL IT MUST BE PAINTED TO PREVENT RUST RUN-OFF FROM STAINING PANELS. *CALL BMC BEFORE USING THIS DETAIL * SECTION B USE THIS DETAIL WHEN STACK IS OFF CENTER OF SEAM ROUND STACK; MUST BE OF MATERIAL COMPATIBLE WITH 24 GA. GALVANIZED PAINTED METAL CUT PANEL AND BEND UP 1" AROUND STACK AND CAULK RUN SEAM AND PANEL UP TO STACK AND CAULK CEE-LOCK CLIPS; 2 REQ'D AT PENETRATION (IF NOT USING CONTINUOUS RIB) . loan As Berridge Manufacturing Company Roofs of Distfnc n 24 GA. ROUND STACK FLASHING TO MATCH PANEL COLOR CUT PANEL SEAMS AND BEND FLAT TO PANEL. LAP ONE SEAM OVER THE OTHER (LAP TOP SEAM IN DIRECTION OF WATER FLOW) # 30 FELT UNDERLAYMENT T M- �� CEE-LOCK CLIPS; 2 REQ'D AT PENETRATION (IF NOT USING CONTINUOUS RIB) SOLID SHEATHING FIELD CUT SEAM 2" BACK FROM STACK (ABOVE STACK). FIELD MITER SEAM BELOW STACK. CUT HOLE IN PANEL 1 " LESS THAN DIA. OF STACK. BACK CUT HOLE AND BEND PANEL UP AROUND STACK. PIPE PENETRATION DATE: 05-01-97 ON PANEL SEAM; SECTIONS *CALL BMC. BEFORE USING THIS DETAIL PncE\rim CEE-LOCK PANEL tL-02 CONTINUOUS HEM UNDER BOTH SIDES ANGLE FLASHI CEE-LOCK P/ CEE-LOCK PE BEND TO CUF CONTINUOUS ZEE CLOSURE COUNTERFLAS SEE DETAIL E CEE-LOCK - PANEL SEAM CONTINUOUS CLEAT r-N UPPER CEE-LOCK PANEL; FIELD BEND TO CURB ANGLE FLASHING LOWER CEE-LOCK PANEL; FIELD BEND TO CURB ROOF CURB ZEE CLOSURE; CUT 2" OFF HORIZONTAL ------------- LEGS, BEND VERTICAL LEG AND SLIP BETWEEN CEE-LOCK PANELS, CAULK BETWEEN ZEE CLOSURE, COUNTER FLASHING AND PANEL COUNTERFLASHING; EXTEND 1/4" BEYOND ZEE 'CLOSURE (FLASHING CUT AWAY FOR CLARITY) CEE-LOCK PANEL SEAM — ------------T1-------- ii --------------------- P- i1i1 L- - - - - - - - - - - - - - - - -u - - - - - - - - --- �-- 1 / 4' u DATE: 08-22-05 SQUARE PENETRATION Berridge PLAN VIEW Manufacturing PAGE\FILE � n1 COan NMI P Y CL-83 CEE-LOCK .PANEL = Roafs of Distinction ANGLE FLASHING CURB MATERIAL - ANGLE FLASHING COUNTERFLASHIN( POP RIVET TO ZE CLOSURE 40" OA ZEE CLOSURE - SEE DETAIL CL-: CEE-LOCK PANEL CEE-LOCK CLIP OR CONTINUOUS / CEE-RIB !' " 30 FELT UNDERLAYMENT GHING NTINUOUS CLEAT CLEAT FASTENER PLACE A DAB OF CAULK AT FASTENER LOCATION DRIVE FASTENER AND CAULK FASTENER HEAD FASTENERS; CONTINUOUS BEAD OF CAULK MIN. 3 PER ZEE 2 CEE-CLIPS OR CONTINUOUS CEE-RIB # 30.FELT UNDERLAYMENT NOTE: DO NOT RUN CONTINUOUS BEAD OF CAULK BETWEEN CONTINUOUS BEAD OF CAULK IN CLEAT OR ZEE CLOSURE, CEE-LOCK PANEL AND SEAM UNDER CLEAT. 1. SOLID SHEATHING (BY OTHERS) TO BE MINIMUM 1 /2" PLYWOOD OR EQUIVALENT IN STRENGTH FOR HOLDING POWER OF FASTENERS. (METAL CORRUGATED SHEATHING MAY BE USED IN LIEU OF PLYWOOD). 2. ALL FELT UNDERLAYMENT, CAULKING, AND FASTENERS, ARE ITEMS TO BE FURNISHED AND INSTALLED. BY THE ROOFING INSTALLER AT THE DISCRETIONOF OF THE ARCHITECT. PF OPEN HEM COUNTERFLASHING ANGLE FLASHING F = FINISH SIDE CONTINUOUS CLEAT SQUARE PENETRATION � DATE: 08-22-05 Berridge SECTION_ A Manufacturing Comfy IIIPAGE\FILE .1men B ,2of CEE-LOCK PANEL cL-84 WRAP PERIMETER WITH FELT AND ANGLE FLASHING ANGLE FLASHING CURB MATERIAL CEE-LOCK PANEL; FIELD FORM TO CURB # 30 FELT UNDERLAYMENT SOLID SHEATHING 1. SOLID SHEATHING (BY OTHERS) TO BE MINIMUM 1 /2" PLYWOOD OR EQUIVALENT IN STRENGTH FOR HOLDING POWER OF FASTENERS. (METAL CORRUGATED SHEATHING, MIN. 24 GA. MAY BE USED IN LIEU OF PLYWOOD). 2. ALL FELT UNDERLAYMENT, CAULKING, AND FASTENERS, ARE ITEMS TO BE FURNISHED y SIZe x 8 WRAP FLASHING F = FINISH SIDE D TU ANGLE FLASHING DATE: 01-31-01 SQUARE PENETRATION Berridge SECTION B Manufacturing PAGE\FILE w Company CL-85 CEE-LOCK PANELMB . Roofs of Distinction t; DO NOT RUN CONTINUOUS CAULK IN OR UNDER CLEAT CLEAT ANGLE FLASHING FLASHING y^ ' CEE—LOCK PANEL ZEE CLOSURE; CUT FIELD BEND TO AND BEND AT END CURB AND CAULK SEE DETAIL BELOW ANGLE FLASHING UPPER PANEL <: LOWER PANEL ��•..:..��•.::� � ...:.: ice.. CLEAT COUNTERFLASHING; EXTEND 1/4" BEYOND ZEE CLOSURE (CUT AWAY VIEW FOR CLARITY) ZEE CLOSURE CONTINUOUS BEAD OF CAULK BETWEEN ZEE CLOSURE AND PANEL Me SQUARE PENETRATION Berridge ISOMETRIC DATE: 08-22-05 Manufacturing Company PAGE\FILE j'n CEE—LOCK -PANEL III cL-86 BERRIDGE OPTIONAL V CONTINUOU # 30 FELT MINERAL 01 INSULATION STEEL JOIS SCREW )OF DECK WALLBOARDI 1. IN ORDER TO QUALIFY FOR .A FIRE-RESISTANT RATING, THE ROOF SYSTEM CANNOT MAKE A PENETRATION IN THE INSULATION SYSTEM. THE CEE-LOCK PANEL, IN ORDER TO MAKE A POSITIVE ATTACHMENT, MUST BE ATTACHED TO THE STEEL DECK. 2. THIS ASSEMBLY QUALIFIES FOR THE FOLLOWING UL FIRE-RESISTANT ROOF ASSEMBLIES: UL DESIGN NO. P224, P225, P230, P237, P508, P510, AND P227 USING CELLULAR GLASS BLOCK IN LIEU OF MINERAL INSULATION BOARD. 3. ADDITIONAL INFORMATION REGARDING THIS ASSEMBLY IS AVAILABLE IN THE UL FIRE RESISTANCE DIRECTORY. UL FIRE RESISTANCE An Berridge ROOF ASSEMBLY DATE: 08-22-05 Manufacturing OPEN WEB STEEL JOIST PAGE\FILE Company CEE-LOCK PANEL CL-90 Roofs of Duunctiors BERRIDGE C OPTIONAL V CONTINUOU! # 30 FELT MINERAL 01 INSULATION C-SHAPED J 1 CCL UVIJ 1 .J —v SCREW ,OF DECK NALLBOARD 1. IN ORDER TO QUALIFY FOR A FIRE-RESISTANT RATING, THE ROOF SYSTEM CANNOT MAKE A PENETRATION IN THE INSULATION SYSTEM. THE CEE-LOCK. PANEL, IN ORDER TO MAKE A POSITIVE ATTACHMENT, MUST BE ATTACHED TO THE STEEL DECK. 2. THIS ASSEMBLY QUALIFIES FOR THE FOLLOWING UL FIRE-RESISTANT ROOF ASSEMBLIES: UL DESIGN NO.. P512. 3. ADDITIONAL INFORMATION REGARDING THIS ASSEMBLY IS AVAILABLE IN THE UL FIRE RESISTANCE DIRECTORY. UL FIRE RESISTANCEAn DATE: 08-22-05 ROOF ASSEMBLY Berridge, C—SHAPED STEEL JOIST Manufacturing PAGE\FILE I Company CL-91 CEE=LOCK PANEL = Roofs of Distinction BERRIDGE CEE-LOCK PANEL WITH OPTIONAL VINYL WEATHERSEAL CONTINUOUS CEE-RIB # 30 FELT UNDERLAYMENT MINERAL OR FIBER BOARD — INSULATION STEEL JOIST 5'-0" O.C. MAX. #12 TEK SCREW STEEL ROOF DECK I-------------------- SPRAYED ON CEMENTIOUS MIXTURE 1. IN ORDER TO QUALIFY FOR A FIRE-RESISTANT RATING, THE ROOF SYSTEM CANNOT MAKE A PENETRATION IN THE INSULATION SYSTEM. THE CEE-LOCK PANEL, IN ORDER TO MAKE A POSITIVE ATTACHMENT, MUST BE ATTACHED TO THE STEEL DECK. 2. THIS ASSEMBLY QUALIFIES FOR THE FOLLOWING UL FIRE-RESISTANT ROOF ASSEMBLIES: UL DESIGN NO. P701, P711, P713, P715, P717, P814, P803, P815, P819, AND P821 ONLY USING SPRAYED ON FIBER IN LIEU OF CEMENTIOUS MIXTURE. 3. ADDITIONAL INFORMATION REGARDING THIS ASSEMBLY IS AVAILABLE IN THE UL FIRE. RESISTANCE DIRECTORY. ..■ UL FIRE RESISTANCE Bemd @ ROOF ASSEMBLY DATE: 08-22-0 g OPEN WEB STEEL JOIST WITH CEMENTIOUS Manufacturing THERMAL BARRIER Company_ PAGE\FILE c�-92 �of�n CEE LOCK PANEL 1. BERRIDGE CEE-LOCK PANEL * NO. 24 MSG (MIN. YIELD STRENGTH 40,000 PSI) THICKNESS COATED STEEL, 16 1 /2 IN. WIDE 1 1 /2 IN. HIGH. PANEL (NON-STRUCTURAL VINYL WEATHER SEAL OPTIONAL IN SEAM) CONTINUOUS OVER TWO OR MORE SPANS WITHOUT LAPS. BERRIDGE MANUFACTURING CO. - CEE-LOCK PANEL 2. BERRIDGE CEE-RIB (CONTINUOUS) - ONE PIECE ASSEMBLY FABRICATED FROM NO. 24 MSG (MIN. YIELD STRENGTH 40,000 PSI) COATED STEEL. CEE-RIB LOCATED AT EACH PANEL SIDE LAPS CONTINUOUS AND EQUAL TO LENGTH OF "METAL ROOF DECK PANELS" (ITEM ONE) BERRIDGE MANUFACTURING CO. - CEE-RIB 3. FASTENERS (SCREWS) - FOR ATTACHING "CEE-RIB" (ITEM TWO) TO LINER (ITEM 6) USE NO. 12 SELF DRILLING, SELF TAPPING STEEL SCREWS, ONE FASTENER AT 24 IN. O.C. 4. PURLINS - NO. 16 MSG MINIMUM STEEL (MIN. YIELD STRENGTH 50,000 PSI) 4'-0- MAXIMUM SPACING. 5. INSULATION - 4" RIGID INSULATION BOARD. 6. TYPE "F" LINER - NO. 22 MSG (MIN. YIELD STRENGTH 33,000 PSI) STEEL, CORRUGATED LINER. 7. # 30 FELT UNDERLAYMENT. 8. LATERAL BRACING - (NOT SHOWN) REFER TO GENERAL INFORMATION, ROOF DECK CONSTRUCTION (BUILDING MATERIAL DIRECTORY), FOR ITEMS NOT EVALUATED.. * BEARING THE UL CLASSIFICATION MARKING. UL 90 APPROVED ASSEMBLY fts DATE: 08-22-05 CEE—LOCK PANEL WITH' CONTINUOS CEE—RIB AND 4' RIGID i INSULATION BOARD OVER TYPE 'F" 22 GA. CORRUGATED Bemdge LINER AND 16 GA. PURLINS SPACED ® 4'-0' O.C. CONSTRUCTION NO. 381 Manufacturing PAGE\FILE Company. CL-93 CEE-LOCK PANEL = � of Distinction 1. BERRIDGE CEE-LOCK PANEL * NO. 24 MSG (MIN. YIELD STRENGTH 40,000 PSI) THICKNESS COATED STEEL, 16 1/2 IN. WIDE 1 1/2 IN. HIGH. PANEL (NON-STRUCTURAL VINYL WEATHER SEAL OPTIONAL IN SEAM) CONTINUOUS OVER TWO OR MORE SPANS WITHOUT LAPS. BERRIDGE MANUFACTURING CO. - CEE-LOCK PANEL 2. BERRIDGE CEE-RIB (CONTINUOUS) - ONE PIECE ASSEMBLY FABRICATED FROM NO..24 MSG (MIN. YIELD STRENGTH 40,000 PSI) COATED STEEL. CEE-RIB LOCATED AT EACH PANEL SIDE LAPS CONTINUOUS AND EQUAL TO LENGTH OF "METAL ROOF DECK PANEL" (ITEM ONE) BERRIDGE MANUFACTURING CO. - CEE-RIB 3. PURLINS - NO. 16 MSG MINIMUM STEEL (MIN. YIELD. STRENGTH 50,000 PSI) 4'-0" MAXIMUM SPACING. 4. INSULATION - 4" RIGID INSULATION BOARD. 5. TYPE "F" LINER - NO. 22 MSG (MIN. YIELD STRENGTH 33,000 PSI) STEEL, CORRUGATED LINER. 6. # 30 FELT UNDERLAYMENT. 7. LATERAL BRACING - (NOT SHOWN) REFER TO GENERAL INFORMATION, ROOF DECK CONSTRUCTION (BUILDING MATERIAL DIRECTORY), FOR ITEMS NOT EVALUATED. * BEARING THE UL CLASSIFICATION MARKING. UL 90 APPROVED ASSEMBLY CEE-LOCK PANEL WITH CONTINUOUS CEE-RIB AND 4" RIGID DATE: 08-22-05 Bemdge INSULATION BOARD OVER TYPE "F" 22 GA. CORRUGATED LINER AND 16 GA. PURLINS SPACED ® 4'-0" O.C. Manufacturing CONSTRUCTION NO. 381 Company IPAGE\FILE �of B&sdnction CEE-LOCK PANEL cL-94 1. BERRIDGE CEE—LOCK PANEL * NO. 24 MSG (MIN. YIELD STRENGTH 40,000 PSI) THICKNESS COATED- STEEL, 16 1 /2 IN. WIDE 1 1 /2 IN. HIGH. PANEL (NON—STRUCTURAL VINYL WEATHER SEAL OPTIONAL IN SEAM) BERRIDGE MANUFACTURING CO. — CEE—LOCK PANEL 2. BERRIDGE CEE—CLIP (PANEL CLIP) — ONE PIECE ASSEMBLY FABRICATED FROM NO. 24 MSG (MIN. YIELD STRENGTH 40,000 PSI) COATED STEEL. CEE—CLIP LOCATED AT EACH PANEL SIDE LAPS BEING PLACED AT 3'-0" O.C. MAXIMUM. BERRIDGE MANUFACTURING CO. — CEE—CLIP 3. FASTENERS (SCREWS) — FOR ATTACHING "CEE—CLIP" (ITEM TWO) TO DECK USE NO. 10 PANCAKE HEAD TEKS STEEL SCREWS, TWO FASTENER PER "CEE—CLIP". 4. DECK — 5/8" APA 40/20 PLYWOOD. 5. JOIST — 2" X 4" AT 2'-0" O.C. MAXIMUM WITH #12 X 2" PAN HEAD WOOD SCREW AT 12" O.C. MAX. AT PLYWOOD TO JOIST CONNECTION AND AT PLYWOOD ENDS. 6. # 30 FELT UNDERLAYMENT. 7. LATERAL BRACING — (NOT SHOWN) REFER TO GENERAL INFORMATION, ROOF DECK CONSTRUCTION (BUILDING MATERIAL DIRECTORY), FOR ITEMS NOT EVALUATED. * BEARING THE UL CLASSIFICATION MARKING. _ DATE: 08-22-05 UL 90 APPROVED ASSEMBLY UP Berridge CONSTRUCTION NO.. 404 _ Manufacturing PAGE\FILE .= Company CL-95 CEE-LOCK- PANEL = Roofs of Distinction 3'-0' MAX. 1. BERRIDGE CEE-LOCK PANEL * NO. 24 MSG (MIN. YIELD STRENGTH 40,000 PSI) THICKNESS COATED STEEL, 16 1 /2 IN. WIDE 1 1 /2 IN. HIGH. PANEL (NON-STRUCTURAL VINYL WEATHER SEAL OPTIONAL IN SEAM) CONTINUOUS OVER TWO OR MORE SPANS WITHOUT LAPS. BERRIDGE MANUFACTURING CO. - CEE-LOCK PANEL 2. BERRIDGE CEE-CLIP (PANEL CLIP) - ONE PIECE ASSEMBLY FABRICATED FROM NO. 24 MSG (MIN. YIELD STRENGTH 40,000 PSI) COATED STEEL. CEE-CLIP LOCATED AT EACH PANEL SIDE LAPS BEING PLACED AT 3'-0" O.C. MAXIMUM. BERRIDGE MANUFACTURING CO. - CEE-CLIP 3. DECK - 5/8" APA 40/20 PLYWOOD. 4. JOIST - 2" X 4" AT 2'-0" O.C. MAXIMUM WITH #12 X 2" PAN HEAD WOOD SCREW AT 12" O.C. MAX. AT PLYWOOD TO JOIST CONNECTION AND AT PLYWOOD ENDS. 5. # 30 FELT UNDERLAYMENT. 6. LATERAL BRACING - (NOT SHOWN) REFER TO GENERAL INFORMATION, ROOF DECK CONSTRUCTION (BUILDING MATERIAL DIRECTORY), FOR ITEMS NOT EVALUATED. * BEARING THE UL CLASSIFICATION MARKING. UL 90 APPROVED ASSEMBLY DATE: 08-22-05 e Berridge CONSTRUCTION NO. 404 Manufacturing 6• Company PAGE\FILE ofn CEE—LOCK PANEL c�-96 Product Attributes Algae Resistance Limited Warranty` 10 Years Tru PROtection, Non -Prorated Limited Warranty' Period 5 Years UL Fire Rating Class A Shingle Core Fiberglas" Desert Tan' F Brownwood' ®abridge" Shingles Product Specifications Nominal Size 131/4" x 381/4" Exposure 55/V Shingles per Square 66 Bundles per Square 3 Coverage per Square 99.9 sq. ft. Applicable Standards and Codes ASTM D 3462 ASTM D 3018, Type 1 ASTM E 1.08, Class A Fire ASTM D 3161, Class F Wind ASTM D 228 UL 790, Class A UL 997, Wind Driftwood' Estate Gray' ' See actual warranty for complete details, Limitations and requirements. t Owens Corning strives to accurately reproduce photographs of shingles. Due to manufacturing variances, the limitations of the printing process and the variations in natural lighting, actual shingle colors and granule blends may vary from the photo. The pitch of your roof can also impact how a shingle looks on your home. We suggest that you view a roofing display or several shingles to get a better idea of the actual color. To accurately judge your shingle and color choice, we recommend that you view it on an actual roof with a pitch similar to your oven roof prior to making your final selection. Color availability subject to change without notice. Ask your professional roofing contractor for samples of colors available in your area. Onyx Black-- ;�Z y "' : ✓.� - 4j r t Application Instructions Before installing this product, check local building codes for their roofing requirements. These shingles are designed for new or reroofing work over any properly built and supported wood roof deck having adequate nail holding capacity and a smooth surface. Check local building codes. Precautionary Note: The manufacturer will not be responsible for problems resulting from any deviation from the recommended application instructions and the following precautions: Roof Top Loading: Lay shingle bundles flat. Do not bend over the ridge. Roof Deck: - 6" Maximum roof deck boards - Minimum W plywood - Minimum'/e" OSB Regardless of deck type used, the roofing installer must: 1. Install the deck material in strict compliance with the deck manufacturer's instructions. 2. Prevent the deck from getting wet before, during and after installation. Ventilation: Must meet or exceed FHA Minimum Property Standards. Handling: Use extra care in handling shingles when the temperature is below 40°F. Storage: Store in a covered ventilated area at a maximum temperature of I I 0°F. Stack in a flat fashion (maximum of 16 bundles high). Protect shingles from weather when stored at the job site. Do not store near steam pipes, radiators, etc. Nails must be corrosion -resistant, I I- or 12-gauge, with heads at least W in diameter. Staples must be 16-gauge minimum, 1/16" minimum crown width, and sufficient length to penetrate W into wood decking or through APA rated roof sheathing. Staples are to be corrosion -protected. Properly Driven Improperly Driven 3W min. Decking W, diameter Shingle 3/a" In. Y.. All Fasteners must penetrate at least'/a' into the wood deck or completely through sheathing. Notice: Owens Corning recommends the use of nails as the preferred method of attaching shingles to wood decking or other nailable surface. Caution: Roof surface may be slippery, especially when wet or icy. Use a fall protection. system when installing. Wear rubber6soled shoes.Walk with care. Falling Hazard: Secure area below work and materials on roof. Unsecured materials may slide on roof. Place on level plane or secure to prevent sliding.Wear a hard hat. Instrucciones de aplicac16n Antes de instalar este producto, consulte los c6digos de construccf6n locales para informarse sobre los requisitos de techado. Estas tejas han sido disenadas para la construcci6n de techos nuevos o el arreglo de techos existentes sobre estructuras de madera construidas correctamente y que poseen una capacidad adecuada de sujeci6n de clavos y una superficie lisa. Consulte los c6digos de construcci6n locales. Nota de precaucl6n: El fabricante no sera responsabie de problemas que Sean consecuencia de no seguir exactamente las Instrucciones de aplicaci6n recomendadas y las siguientes precauciones: Carga sobre techo: Coloque los paquetes de tejas de manera plana sobre el techo. No los doble sobre la cumbrera. Superficie del techo: - Tablas de superficie de techo de 6 pulg. maximo - % puig. como mfnimo de madera terciada -'/e pulg. como mfnimo para.paneles de fibra orientada Cualquiera sea el tipo de superficie utilizada, el instalador debe: I. Instalar el material de la superficie siguiendo estrictamente las instrucciones del fabricante de la superficie. 2. Evitar que la superficie se moje antes, durante y despu6s de la instalaci6n. Ventilaci6n: Debe cumplir o exceder las normas mfnimas para propfedades establecidas por el FHA. Manipulaci6n: Tenga mucho cuidado al manipular las tejas cuando la temperatura sea inferior a los 40°F. Almacenaje: En un area cubferta y ventilada a una temperatura no mayor de I IWE Apilar de manera piana (un mdximo de 16 paquetes de altura). Proteja las tejas del clima cuando las almacene en el lugar de trabajo. No las almacene cerca de tuberfas de vapor, radiadores, etc. Los clavos deben ser inoxidables, de calibre 11 6 12, con cabezas de por Io menos % puig. de didmetro. Las grapas deben ser, como mfnimo, de calibre 16, con un ancho de corona de al menos 15/6 pulg. y una longitud suficiente pars penetrar'/ pulg. en la superficie de madera o a trav6s de un revestimiento de techo que cumpla con las normas APA. Las grapas deben ser inoxidables. Bien colocado Mal colocado (�� di'ametro min. Entablonado % pulg. --3/, pulg. Tela 3/o pulg, min. pulg. Todos los sujetadores deben penetrar al menos 1/4 pulg. en la superficie de madera o atravesar completamente en los recubrimientos de madera terciada. Aviso: Owens Corning recomienda el use de clavos como m6todo preferido para fijar tejas a superficies de madera u otras superffcies aptas pars clavos. El Cuidado: El techo puede estar resbaloso, especialmente cuando estA mojado o helado. Utilice un sistema de protec- ci6n contra caidas durante la instalacion. Use zapatos de hule. Camine con cuidado. Peligro de caida de objetos: Por favor asegure el area que se encuentra debajo de la zona de trabajo y amarre los materiales al techo. Los materiales que no est6n sujetos pueden resbalarse del techo. Col6quelos en un lugar queno tenga pendiente, o suj6telos para prevenir que se resbalen. Use un casco resistente. 2^ ;C1Ai5 d F t� ? Specialty Eave Flashing: WeatherLocic® Underlayment or equivalent eave and flashing membrane applied to a point at least 24" beyond interior wall line. See manufacturer's installation instructions. See Fig. 1. ZUnderlayment: Standard Slope (4" in 12" or more) Application of underlayment, metal drip edges and eave flashing: See Fig. 2. Low Slope (2" in 12" to less than 4" in IT) Application of underlayment and metal drip edges: See Fig. 2A. 3 Chalk Lines: To aid in shingle alignment, it is recommended that chalk lines be snapped on the exposed surface of the underlayment prior to shingle application. See Fig. 3. ' 1 Specialty Eave Flashing Revestimiento especial Para alero Eaves Flashing where required Revestimiento de Were, deride sea necesario 24 wa" g Be Iine rand Inferior —� 24gA mas ago de la t7onea Intema de pared Wall line Was de pared Underlayment Standard Slope Pendiente estdndar del impermeabilizante Slopes 4" in 12" or more Pendientes de 4 puig. code 12 pulg. o mas Vertical seams 6' min. Drip edge — ails overfelt LYova$ at rake edge 1 Pardo de goteoFelt over sabre lei 11 an barda de viga Indinada y drip edge at save 2" 4"min. End lap dalpde de goteo Top lap Superpausfddn an elafero Superposkldn ryna44plg. min. supedor,2 puig. Underlayment Low Slope ig. 2A Pendiente baja del impermeabilizante Slopes 2" in 12" to less than 4" in 12" Pendientes del pule. cada 12 puig, hosts mends de 4 puig. cada 12 puig. M 3 Chalk Lines a Lineas de tiza i I Banda 12"End Isp lnlclal Supstpos pddn final 12pulg. 1 Revestimiento especial para alero: Membrana autoadhesiva WeatherLock® o membrana equivalente para alero y bordes -aplicada en un punto al menos 24 pulg. mas ally de la linea de la pared interior. Consulte las instrucciones de instalacion del fabricante. Consulte la Fig. I. Impermeabilizante: Pendiente estandar (4 pulg. cada 12 pulg. o mas) Aplicacibn de impermeabilizante, bordes de goteo metalicos y revestimiento del alero: Consulte la Fig. 2. Pendiente baja (2 pulg. en 12 pulg. a menos de 4 pulg, en 12 puig.) Aplicacion de impermeabilizante y bordes de goteo metalicos: Consulte la Fig. 2A. 3 Lineas de tiza: Para facilitar la alineacion de las tejas, se recomienda hacer marcas de tiza (utilizando sogas impregnadas en tiza) sobre la superffcie expuesta del impermeabilizante antes de colocar las tejas. Consulte to Fig. 3. 2 4 Shingle Fastening: Standard Fastening Pattern See Fig. 4. Fasteners must be placed in the fastening area. See Fig 4. Mansard or Steep Slope Fastening Pattern See Fig. 4A. REQUIRED: For slopes exceeding 60 degrees or 21 inches per foot, use six fasteners and four spots of asphalt plastic cement per shingle. Apply immediately; one I" diameter spot of asphalt plastic cement under each shingle tab. Center asphalt plastic cement 2" up from bottom edge of shingle tab. See Fig. 4A. Roof Cement where required must meet ASTM D-4586 Type I or II (Asbestos Free). Shingle Application: Owens Corning Oakridge® shingles are applied with a 6%z" offset, with 5W exposure, over prepared roof deck, starting at the bottom of the roof and working across and up. This will blend shingles from one bundle into the next and minimize any normal shade variation. Application with offsets of 4" or 8" are also acceptable. A Standard Fastening Pattern Fig . gr 'f Esquema de fiiacidn estandar 4 Nail Configuration Connguracl6n de 4 clavos 63i"Exposure Nails SWExposure 5'<"deexposreldn Cleves 5ff deexioWdda i^ Mansard or Steep Slope Fastening Pattern A Esquema de fijaci6n pars mansardas o pendientes agudas 6 Nail Configuration Configuracidn de 6 clavos IF ,r —>I I<— ,r �I BW Exposure Nails 645" Exposure 5%-dee;gm1cfdn ClevesWel exposhi6n r 5 Shingle Application Aplicad& de Was Starter Course Rake Edge — Borde do viga inclinada Trim 6%, from left edge —� Retorter 615 pulp, del Caution must be exercised to assure borde kquleMo that end joints are no closer than 2" from fastener in the shingle below and that side laps are no less than 4" in succeeding courses. Refer to course application steps for specific instructions. Starter Course: Use starter roll or trim SW from the starter course shingle. Trim 6%x" off the rake of the starter course shingle and flush with the drip edge along the rake and eaves edge, and continue across the roof. Use 5 fasteners for each shingle, placed 2" to 3"up from eaves edge. See Fig. 5. (If no drip edge is used, shingles must extend a minimum of/z" and no more than I" from rake and eaves edge.) (continued on next page) 4 Fijaci6n de tejas: Esquema de fijaci6n estindar Consulte la Fig. 4. Los sujetadores se deben colocar en el area de sujeci6n. Consulte la Fig. 4. Esquema de fijaci6n en pendientes pronunciadas o mansardas Consulte to Fig. 4A. REQUISITOS: Para pendientes de mis de 60 grados o 21 pulg. por pie, utilice seis sujetadores y cuatro pequenas cantidades de cemento plastico asfaltado por teja. Inmediatamente, aplique una pequena cantidad de cemento plastico asfaltado de I pulg. de diameteo debajo de cada lengiieta de las tejas. Aseg6rese de que el cemento plastico asfaltado este centrado 2 pulg. por encima del borde inferior de la lengiieta de la teia. Consulte la Fig. 4A. Cuando sea necesario utilizar cemento para techos, Este debe cumplir con la norma ASTM D-4586 Tipo 16 II (sin asbestos). SAplicaci6n de las tejas: Las tejas Oakridge® de Owens Corning se aplican con un desplazamiento de 6%s pulg., con una superficie expuesta de 5% pulg., sobre super iicies de techos preparadas. La colocaci6n comienza por la parte inferior del techo y se realiza en forma transversal 5a„ hacia arriba. De esta manera, las tejas de un paquete se mezclan con las del Trim 5W siguiente y se reducen al minimo las from front edge Recortar5%pi4 del variaciones normales de tonalidad. bordedelantero Tambi6n se pueden aplican tejas con un desplazamiento de 4 6 8 pulg. Aseg6rese de que las uniones de los extremos no se encuentren a menos de 2 pulg.,del sujetador de la teja que se encuentra mas abajo y que las superposiciones laterales no sean de menos de 4 pulg. en las hileras siguientes. Consulte los pasos de aplicaci6n de hileras para ver las instrucciones especiffcas. Hilera initial: Utilice un rollo de inicio o torte a 5% pulg. de la teja de la hilera initial, de manera que el sellador est6 alineado con el borde del alero. Corte 6%z pulg. desde la viga inclinada en la teja de la hilera initial y extienda. Mas ally de la viga inclinada y el borde del alero, y continue a Io ancho del techo. Utilice 5 sujetadores para cada teja, colocados a una distancia de entre 2 y 3 pulg. del borde del alero. Consulte la Fig. 5. (Si utiliza un borde de goteo, las tejas deben extenderse un mfnimo de %z pulg. y un maximo de I pulg. de la viga inclinada y el borde del alero.) (contin6a en la pagina siguiente) k'z ; S Y 5�, "� err r t xx ,f u xs k •>.- tl^ �� i i x t K.Jk sa t:x . ., _ . .,.„ .}. .. . ✓f ~. ._ . F.. N3 3,» w . i E .. � ..r ue. Shingle Application (cont.): Fig. `� Shingle Application J Aplicacidn de tejas First Course:, Apply first course starting with the full First Course PrimeraHere shingle even with the starter course. See Fig. 5A Fasten securely according to fastening instructions. See Fig. 4. Second Course: Rake Edge —+ Verde dovigsInd0g8 Remove 6'/2" from the left end of this w, shingle and apply the remaining piece over and above the first course shingle and flush with edge of the first course with 5%" exposure. See Fig. 56. Fasten securely according to fastening instruc- tions. See Fig. 4. Shingle Application Fig. 5YAplicacidn de tejas Third Course: Remove 13' from the left end of this Second Course Segundo Were shingle and apply the remaining piece over and above the second course shingle flush with edge of the second course with 51/a" exposure. See Rake Edge Fig. 5C. Fasten securely according ne neadov1sa �s'°° to fastening instructions. See Fig. 4. a`B Fourth Course: Remove 19V2' from the left end of this shingle and apply the remaining piece over and above the third course shingle and flush with edge of the third course with 5%" exposure. See Fig. 5D. Fasten securely according to fastening instructions. See Fig. 4. (continued on next page) SAplicacion de las tejas (coat.): Primera hilera: Coloque la primera hilera comenzando ta��;ota` con la teja cortada alineada con la hilera inicial. Consulte la Fig. 5A. Sujete 6 .'��r firmemente de acuerdo con las instrucciones de sujeci6n. Consulte la Fig. 4. Trim 6A" '•. Byy" from leh edge j., 4L^ Exposure Recortar 645 pu1g. 544puig. de exposici6n delbordekqulerdo FI`�1 Shingle Application ge 5C Aplicacidn de tejas Third Course Tercera hilera h0,i off° dates Rake Edge — Borde de viga Inolinade Trim 13" 73" from / left edge Recortar 13 pulg. del bordo lzqulerdo„ Figgp Shingle Application a Aplicacidn de tejas Fourth Course Cuarts hilera Rake Edge — Borde do viga lnclinado Trim 19 h" from left edge Recortar lgl6 pulg. del bordelzqulerdo Segunda hilera: Quite 6�/2 pulg. del borde izquierdo de esta teja y aplique la pieza restante sobre y por encima de la teja de la primera hilera y al ras del borde de la primera hilera, con 55/e pulg. de exposici6n. Consulte to Fig. 5B. Sujete firmemente de acuerdo con las instrucciones de sujeci6n. Consulte la Fig. 4. Tercera hilera: Quite 13 pulg. del borde izquierdo de esta teja y aplique la pieza restante sobre y por encima de la teja de la segunda hilera y al ras del borde de la segunda hilera, con 5% pulg. de exposici6n. Consulte to Fig. 5C. Sujete firmemente de acuerdo con las instrucciones de sujeci6n. Consulte la Fig. 4. Cuarta hilera: Quite 19%2 pulg. del borde izquierdo de esta teja y aplique la pieza restante sobre y por encima de la teja de la tercera hilera y al ras del borde de la tercera hilera, con 5% pulg. de exposici6n. Consulte la Fig. 5D. Sujete firmemente de acuerdo con las instrucciones de sujeci6n. Consulte la Fig. 4. (continua en la pigina siguiente) 4 ` i '•{ ) Y {Y4Sri f f 4' S Shingle Application (cont.): FI C;JE Shir t ApG Fifth Course: Remove 26" from the left end of this shingle and apply the remaining piece over and above the fourth course shingle and flush with edge of the fourth course with 5%" exposure. See Fig. 5E Fasten securely according to fastening instructions. See Fig. 4. Sixth Course: Remove 32Y2" from the left end of this shingle and apply the remaining piece over and above the fifth course shingle and flush with edge of the fifth course with 5W exposure. See Fig. 5F. Fasten securely according to fastening instructions. See Fig. 4. Succeeding Courses: For succeeding courses, repeat first through sixth course. See Fig. 5G. IgleApplication Aplicacl6n de las telas (cont.): caci6n de tejas Quinta hilera: Fifth Course Quintahilera Quite 26 pulg. del borde izquierdo o� de esta teja y aplique la pieza restante sobre y por encima de la teja de Rake Edge_ CA°6e ,.;� la cuarta hilera y al ras del borde Borde de viga. 5d. data lacrinada •. H _= de la cuarta hilera, con 55/e pulg. de exposici6n. Consulte to Fig. 5E Sujete firmemente de acuerdo con las ;zs^ 3; instrucciones de sujeci6n. •'•• `" "from Consulte la Fig. 4. Trim 26 left edge Reeortar 26pulg, delborde fzquierdo Sexta hilera: Quite 32%2 pulg. del borde fzquierdo Shingle Application Fig de esta teia y aplique la pieza restante 5F Aplicaci& de tejas sobre y por encima de la teja de la quinta hilera y al ras del borde Sixth Co arse de la quinta hilera, con 55/s pulg. de e�•etu� - exposici6n. Consulte la Fig. 5F. Sujete �Snti esa`' firmemente de acuerdo con las ' �`0 instrucciones de sujeci6n. Consulte to Fig. 4. 3 IV Hileras siguientes: _ Para las hileras siguientes, repita los Trim edge Retortercortar - pasos que se indican desde la primera 32hpulg. del borde kplerdo hasty la sexta hilera. Consulte la Fig. 5G. C� Shingle Application �J Aplicacion de tejas Succeeding Courses Hileres sigulentes Valley Construction: Closed -Cut Valley See Fig. 6. A closed -cut valley can be used as an alternative and is applied as follows: Lay a 36"-wide valley liner of self - adhered membrane underlayment or equivalent. A 36"-wide minimum 50-lb. smooth surface roll roofing can also be used as a valley liner. Lay all shingles on one side of valley and across center line of valley a minimum of 12". Fasten a minimum of 6" away from center line on each side of valley. Strike a chalk line 2" from the center line of the unshingled side. Apply shingles on the unshingled side up to the chalk line and trim, taking care not to cut the underlying shingles. Clip upper corners of these shingles, cement and fasten. Both woven and metal valleys are acceptable alternatives. Step Flashing: Use 10" x 7" corrosion -resistant metal where roof planes butt against vertical sidewalls or chimneys. See Fig. 7. ® Hip & Ridge Application: ® Use High Ridge Hip & Ridge shingles. Follow application instructions as printed on the High Ridge Hip & Ridge carton. See Fig. 8. Closed -Cut Valley Construction Fig. 6 Construcd6n con canal de torte cerrado Rovesdallenta Intodor do, no EW wall Claw extra Underlayment Membrane do r, ":att Hoof Cement ImpermeabOvadn®�®i 01 ofClip Comer igt 1Step Flashing Revestimiento escalonado 2" Top lap superposieidn eves imlentg superiior 2I pu1 Mail Dashing to rent Revestimiento I ,I �Clavarrevestimfento el teeho met611w de IY I 1 i0pulg, x7puig. 6 Construcci6n del canal: Canal con torte cerrado Consuke to Fig. 6. Como alternativa, se puede utilizar una limahoya con canal cerrado que se aplica de la siguiente manera: Coloque un revestim(ento de limahoya de impermeabilizante de membrana autoadhesiva o equivalente de 36 pulg. de ancho. Para revestir la limahoya, tambi6n se puede utilizar un rollo de techado de superficie lisa de 36 pulg. de ancho y un m(nimo de 50 libras. Coloque todas las tejas sobre un lado del canal y a trav6s de la Ifnea central del canal al menos 12 pulg. Sujete a un m(nimo de 6 pulg. desde la I(nea central a cads [ado del canal. Marque una I(nea de tiza a 2 pulg. de la Ifnea central del lado que no tiene tejas. Coloque las tejas del [ado que no tiene tejas hasta la linea de tiza y recorte, con cuidado de no cortar las tejas que se encuentran debajo. Una los extremos superiores de estas tejas, coloque cemento y sujete. Se pueden utilizar canales de tejido o metal. 7 Revestimineto escalonado: Utilice metal resistente a la corrosion de 10 x 7 pulg. en los puntos en los que los pianos del techo se unan a [as paredes laterales verticales o a chimeneas. Consulte la Fig. 7. FIQ Hip & Ridge Application Q Colocaei6n de eaballetes y gt Q Preparaci6n de las teias para eaballetes y cumbreras Q eumbreras: Prevailing Wind Direction Oireceldn predaminante del viento g" Exposure 8 pulg. de exposieidn Utilice tejas para lima tesa y cumbrera. Siga las instrucc(ones de colocaci6n del envoltorio. Consulte la Fig. 8. 6 OWENS CORNING WORLD HEADQUARTERS $ ti ONE OWENS CORNING PARKWAYf.4 TOLEDO, OHIO 43659 57 419.248.8000 December 17, 2008 Customer satisfaction and safety are to priorities at Owens Corning. Part of that commitment is providing you with information regarding the products we manufacture and sell. One means by which we provide healtt information about our products is through material safety data sheets (MSDSs). However some of our products pose no health or physical hazard and are classified as "articles" as defined by the Occupational Safety and Health Administration's (OSHA) Hazard Communication Standard. This interpretation is consistent with that of the Asphalt Roofing Manufe cturers Association (ARMA) legal counsel. Articles are exempt from the requireme t of publishing MSDSs. Title 29 of the Code of federal Regulations, Section 1910.1200 (amen ed), specifically states that it does not apply to articles. An article is defined in the standard asfollows: "Article means a manufactured formed to a specific shape or d function(s) dependent in whole use; and (iii) which under norm very small quantities, e.g., mint does not pose a physical hazar Owens Corning Roofing products 3m, other than a fluid or particle: (i) Which is ;ign during manufacture; (ii) which has end use r in part upon its shape or design during end conditions of use does not release more than or trace amounts, of a hazardous chemical and or health risk to employees." the article definition include: ■ Asphalt Shingles AlticMate ■ FiberglasTm Reinforced Felt ■ High Style Hip & High Ridge Hip & ■ Mineral Surface Rolls Ridge with Sealant Ridge with Sealant ■ Perforated Hip & R pidFlowTm Gutter ■ Starter Roll Ride Di aina a Protection ■ Starter Strip ■ V ntSure Ri id Roll ■ VentSure Rigid Strip ■ Weatherl-ock' a VV latherGu'ardw HP Hip & Ridge We hope this satisfies your needs. If questions, please call 1-800-GET-PIS Get product hazard information and products electronically via Internet: 1-800-GET-PINK. Prepared: 17 December 2008 information is required, or if you have additional Safety Data Sheets for other Owens Coming v.owenscomina.com or call Page 1 of 1 PUB No.: 23128-E Ceffftate Number 20050406-R2453 Page 1 of 1 Report Reference R2453, April 7, 1978 issue Date 2005 April 6 UIV L Is Sued to. Owens Corning---.-----.. 1 Owens Corning Parkway Ioledo, OH 43659 U.S.A. Underwriters This is to certify that Prepared Roof Covering Materials ,representative sain-ples of' Classic (3-tab), No Cut -Out Style (no tabs), Supreme Metric (3 tab):, Classic Metric (3-tab), Odridge 25 (laminated), Oakridge R (laminated), Supreme (3-tab), Oalaidge Shadow, Supreme Shadow, Supreme 30, Prominence Polar 25, Artie 20, Oakridge 30, Oakridge 40, Glaslock, Weatherguard 30 High Wind 110 and Weatherguard 40 High Wind 110. All products include Standard and AR version - Oakridge Pro 30, O"dge Pro 40, Woodmoo , Woodcrest - Oakridge Pro 50, Weatherguard H P , Berkshire Have been investigated by Underwriters Laboratories Inc.® in accordance with the Standatd(s) indicated on this Certificate. Standard(s). for, Safety UL790, Tests for Fire Resistance of'Roof'Coveting Materials. UL997, Wind Resistance of'Ptepared Roof' Coveting Matexials; AS TM D3462, Specifications for Asphalt Shingles Made With Mineral Granules Additiortal Inforinadon: When adhesive is appropriately applied to these shingles, they may bear the wind resistance label. In addition, shingle wrappers maybe marked "fungus resistant." For installation as Class A.Pi epar•ed Roof Coverings, on minimum 318 in. thick plywood decks with uudeilayment such as asphalt saturated felt or shingle undeflayment Classified by UL• as a prepared roof coveting. Only those products bearing the UL Classification Mark should be considered as being covered by UL's Classification and Follow. -Up Service. The UL Classification Mark includes: UL in a circle symbol: ® with the word "CLASSIFIED" (as shown); a contr•oI number (may be alphanumeric) assigned by UL.; a statement to indicate the extent of T.JL's evaluation of the product; and, the product category name (product identity) as indicated in the appropriate UL Directory Look for the UL Classification !mark on the product rlonaa tsuuumg wue vmmu 1 agv 1 V1 G h k �t i � � � �� a k;i. ,5�r% a�..:n. r�„ +j�t`7 ,�" �a.'� .. i ,w�, F✓3^n.�,�„.��.F3,'Ln�, �, i d.,: 5.' BCIS Home Log In User Registration Hot Topics I Submit Surcharge Stats &Facts { Publications FBC Staff BCIS Site Map Links ,Search 15 �Sq F 0 J F' Product Approval qts " ertr r t 1,px. la .USER: Public User Product Agpro enu > Product or Application Searr > App�cati�n Lia > Application Detail FL # FL10674-R1 r� .. Application Type Revision r} °t� Code Version 2007 B r;} 4 7 �4,.. Application Status Approved Comments 052= B xti WT1P ; z. Archived Product Manufacturer Owens Corning Address/Phone/Email One Owens Corning Parkway Toledo, OH 43659 (419)248-7060 darrel.hlggs@owenscorning.com Authorized Signature Darrel Higgs darrel.higgs@owenscorning.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Certification Mark or Listing Certifcation Agency Underwriters Laboratories Inc. Validated By Robert ]. M. Nieminen, PE ' Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year ASTM D3161,, Class F 2003 ASTM D3462 2004 ASTM D6381, Class H 2O03 ASTM D1158, Class H 2O05 TAS 107 1995 UL 2390, Class H 2O04 Equivalence of Product Standards Certified By Product Approval Method Method 1Option A hq://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgtBNbEY5 V %2b... 4/3/2009 noncia Builamg L;oae un tine 1 arrv,G V1 L. Date Submitted Date Validated Date Pending FBC Approval Date Approved 10/30/2008 11/04/2008 11/09/2008 12/10/2008 Summary of Products FL # Model, Number or Name IDescription 10674.1 Owens Corning Asphalt Roofing 3-tab, laminated, starter shingle roll, and Hip and Ridge Shingles Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL10674 RI C CAC AHJ letter 10-06-08 Ted Berman.Ddf Approved for use outside HVHZ: Yes Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 10/01/2010 Other: Refer to UL letter Installation Instructions FL10674 RI II AHJ letter 10-06-08 Ted Berman.p f Verified By: Underwriters Laboratories Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 467-1824, Fax (850) 414-8436 © 2000-2005 The State of Florida, All rights reserved. Copyright and Disclaimer Product Approval Accepts: EM ® EChEck M VmlSipn,• :a��roa 'p��pyy�y Robby": VERIFY http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtBNbEY5 V%2b... 4/3/2009 Q L , GAF MATERIALS CORPORATION fiver u SINGLE -PLY ivoommQ SYSTEMS AArch i tectu rc a I Information Golden Corral Port St. Lucie, FL Ate' �t`r II � 0 gio'r I - GAFMC Project #6393 TABLE OF CONTENTS Contractor Certification Letter Section I Cut Spec Section II 1 esri Line Section III Technical Data Sheets Section IV EverGuard® Separation Sheets — Polymat Separation Layer 3 oz. EverGuard® TPO 60 mil Membrane EverGuard® TPO Accessories EverGuard® Sealants EverGuard® Adhesives and Primers Drill-TecTM HD Fasteners Drill-TecTM Plates EverGuard® Separation Sheets , Polyrriat Separation Layer 3 oz. EverGuar"d® TPO and Accessones- EverGuard® TPO Coated Metal Flaslii_ng EverGuard®'TPO Cover' Tape EverGuard® TPO Expansion Joint Cover . .. EverGuard® TPO Walkway Pads'' EverGuard® TPO Cut Edge Sealant: EverGuard® Caulking EverGuard® Pourable Sealant Part A EverGuardg, Pourable' Sealant = Part B EverGuard®'TPO Bonding'. EverGuard® H2O Boidug Drill =TecTM Fasteners„ &Plates Warranty Sample Section VI WeatherStopper® EverGuard®_Diamond Pledge TM Roof Guarantee Quasi You Can 7tust Since 7886... from North aric�s Largest Roofing Manufacturer GAFMArERIALS CORPORATION April 13, 2009 A+ All Pro Roofing 4630 Northeast 35th Street Ocala, FL 34479 (352) 236-2719 Subject: Contractor Certification Golden Corral To Whom It May Concern: This is to confirm that A+ All Pro Roofing of Ocala, FL is a GAF Materials Corporation Master Roofing Contractor for Single Ply, RUBEROID® and GAFGLAS® Roofing Systems. A+ All Pro Roofing is eligible to obtain a GAF Materials Corporation Diamond Pledge (NDL) guarantee for up to 20 years provided that all current GAF application and specification requirements are met and procedures followed.. If you have any questions please call 1-800-766-3411. Thank you for choosing GAF Materials Corporation. Sincerely, Mark Lenzer Director, Certification Programs GAF Materials Corporation Quality You Can Trust Since 1886... From North America's Laipest Roofing Manufacturer Arch itectu ra l Information As E R V I C E S CC�OIfAiI� (CFs2) File: EMV-10248 Golden Corral Port St. Lucie, FL SPECIFICATION: T-MA-N-N-60 4-13-2000 COMPONENT TYPE REQUIRED ATTACHMENT RATE APPLICATION DECK Plywood, Per Code SEPARATION Polymat Separation Layer 3 One (1) layer Loose Laid Per GAFMC requirements SHEET oz. SINGLE PLY EverGuard® TPO 60 mil One (1) ply Drill-Tec7 #14 HD Per GAFMC requirements MEMBRANE ASTM D-6878 Fasteners and 2 3/8" Plates FLASHING EverGuard® TPO 60 mil One (1) ply EverGuard TPO or H2O 60 sq ft/gallon per surface MEMBRANE ASTM D-6878 Bonding Adhesive (Solvent based) 100 sq ft/gallon per surface (Water based) GUARANTEE WeatherStopper® Twenty (20) GUARANTEE FEE IS EverGuard® Diamond years APPLICABLE PledgeTM Guarantee All GAFMC and •Metalastic® accessories shall be used where applicable. This roof system shall be installed by a GAF Master Contractor. Note: Each roof has unique requirements. This specification is a graphic representation of products and their installation. To properly assess specific roofing needs, code approvals, system configurations and warranty eligibility contact Contractor Services. This specification shall not waive, supersede, or alter the requirements and recommendations found in the most current GAFMC Roofing Materials specification manual. Architectural Information Services P.O. Box 2845 Port Arthur, TX 77643 Ph:1-800-522-9224 Fax:409-721-5785 GAFHCEVERGUARD® TPO DESIGNLINE Apri113, 2009- GUIDE SPECIFICATION AA�chitecturol n ormation &W N fiver uard SINGLE -PLY ROOFING SYSTEMS SECTION 07540 THERMOPLASTIC SINGLE -PLY ROOFING Golden Corral Port St. Lucie, FL PREPARED BY: GAFMC Architectural Information Services PROJECT NO: E-6942 Note: GAFMC does not practice architecture or engineering. This Design Line is provided as a guide specification and is based on criteria provided to GAF. GAF has not observed the jobsite conditions, contract specifications, or other documents and shall not be construed in any manner to be the designer of record. GAFMC EVER GUARD® TPO DESIGN LINE GUIDE SPECIFICATION PART GENERAL 1.01 SUMMARY A. Section Includes 1. Thermoplastic Single -Ply Roofing B. Related Sections 1. Section 06100: Rough Carpentry 2. Section 07620: Sheet Metal Flashing and Trim 3. Section 15430: Plumbing Specialties 1.02 REFERENCES A. Factory Mutual (FM Global) - Approval Guide B. Underwriters Laboratories (UL) -Roofing Systems and Materials Guide (TGFU R1306) C. American Society for Testing and Materials (ASTM) - Annual Book ofASTMStandards D. Sheet Metal and Air Conditioning Contractors National Association, Inc. (SMACNA) - Architectural Sheet Metal Manual E. National Roofing Contractors Association (NRCA) F. American Society of Civil Engineers (ASCE) 1.03 DEFINITIONS A. Roofing Terminology: Refer to ASTM D1079 and the glossary of the National Roofing Contractors Association (NRCA) Roofing and Waterproofing Manual for definitions of roofing terms related to this section. 1.04 PERFORMANCE REQUIREMENTS A. Provide an installed roofing membrane and base flashing system that does not permit the passage of water, and will withstand the design pressures calculated in accordance with the most current revision of ASCE 7. B. GAFMC shall provide all primary roofing materials that are physically and chemically compatible when installed in accordance with manufacturers current application requirements. 1.05 SUBMITTALS A. Product Data: Provide product data sheets for each type of product indicated in this section. B. Shop Drawings: Provide manufacturers standard details and approved shop drawings for the roof system specified. C. Samples: Provide samples of insulations, fasteners, membrane materials and accessories for verification of quality. D. Certificates: Installer shall provide written documentation from the manufacturer of their authorization to install the roof system, and eligibility to obtain the warranty specified in this section. 07540-1 Rev 01109 1.06 1.07 1.08 1.09 1.10 GAFMCEVERGUARD® TPODESIGNLINE GUIDE SPECIFICATION QUALITY ASSURANCE A. Manufacturer's Qualifications: GAFMC shall provide a roofing system that meets or exceeds all criteria listed in this section. B. Installer's Qualifications: 1. Installer shall be classified as a Master contractor as defined and certified by GAFMC. C. Source Limitations: All components listed in this section shall be provided by a single manufacturer or approved by the primary roofing manufacturer. D. Final Inspection Manufacturer's representative shall provide a comprehensive final inspection after completion of the roof system. All application errors must be addressed and final punch list completed. PRE -INSTALLATION CONFERENCE A. Prior to scheduled commencement of the roofing installation and associated work, conduct a meeting at the project site with the installer, architect, owner, GAFMC representative and any other persons directly involved with the performance of the work. The installer shall record conference discussions to include decisions and agreements reached (or disagreements), and furnish copies of recorded discussions to each attending party. The main purpose of this meeting is to review foreseeable methods and procedures related to roofing work. REGULATORY REQUIREMENTS A. All work shall be performed in a safe, professional manner, conforming to all federal, state and local codes. DELIVERY, STORAGE AND HANDLING A. Deliver all roofing materials to the site in original containers, with factory seals intact. All products are to carry either a GAFMC or BMCA® label. B. Store all pail goods in their original undamaged containers in a clean, dry location within their specified temperature range. C. Do not expose materials to moisture in any form before, during, or after delivery to the site. Reject delivery of materials that show evidence of contact with moisture. D. Remove manufacturer supplied plastic covers from materials provided with such. Use "breathable" type covers such as canvas tarpaulins to allow venting and protection from weather and moisture. Cover and protect materials at the end of each work day. Do not remove any protective tarpaulins until immediately before the material will be installed. E. Materials shall be stored above 55°F (12.6°C) a minimum of 24 hours prior to application. PROJECT CONDITIONS A. Weather 1. Proceed with roofing only when existing and forecasted weather conditions permit. 2. Ambient temperatures must be above 45°F (7.2°C) when applying hot asphalt or water based adhesives. WARRANTY 07540-2 Rev 01109 GAFMC EvERGUARD® TPO DESIGNLINE GUIDE SPECIFICATION A. Provide Manufacturers standard WeatherStopper® Diamond PledgeTM Guarantee with single source coverage and no monetary limitation where the manufacturer agrees to repair or replace components in the roofing system, which cause a leak due to a failure in materials or workmanship. 1. Duration: Twenty (20) years from the date of completion. *Materials and workmanship of listed products within this section when installed in accordance with current GAFMC application and specification requirements. Contact GAFMC Contractor Services for the full terms and conditions of the guarantee. B. EverGuard® TPO Puncture Resistance Limited Warranty: GAFMC warrants to the original building owner, that the EverGuard® TPO roof membrane will provide puncture and tear resistance when installed and maintained in accordance with GAFMC's requirements. C. EverGuard® TPO Reflectivity Limited Warranty: GAFMC warrants to the original building owner, that the EverGuard® TPO white roof membrane will meet or exceed the initial and "aged" ENERGY STAR® reflectivity requirements for low slope roofing membranes (65% initial, 50% aged) when installed and maintained in accordance with GAFMC's requirements. The aged reflectivity shall meet or exceed these requirements when measured after cleaning the membrane in accordance with GAFMC recommendations. PART 2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURER A. GAF Materials Corporation - 1361 Alps Road, Wayne, NJ 07470 2.02 SEPARATION SHEET A. Non -woven polyester UV -stabilized mat, 3 oz./sq. yd. used as a separation sheet beneath membranes as a protection layer and used over membranes in ballast applied assemblies. Each roll contains thirty (30) squares (3,000 sq. ft.) of material, 10' x 300' (3.07m x 92.3m), 75 lbs. (34.1 kg), Poly Separation Layer 3 oz. 2.03 MEMBRANE MATERIALS A. A smooth type, polyester scrim reinforced thermoplastic polyolefm membrane with a nominal 0.060 inch (60 mil) thickness, for use as a single ply roofing membrane. Meets or exceeds the minimum requirements of ASTM D-6878. UL Listed, FM Approved, Dade County Product Approval, Florida Building Code Approved. White membrane is CRRC Listed and Title 24 Compliant. Each full roll contains approximately 1000 sq.ft. of roofing material, 10' X 100', weighing 322 lbs. EverGuard® TPO 60 mil thermoplastic single -ply roofing membrane by GAFMC. 1. Available Colors: White Gray Tan Regal Red Regal Blue Hartford Green Energy Gray Energy Tan 2.04 FLASHING MATERIALS A. A smooth type, polyester scrim reinforced thermoplastic polyolefm membrane with a nominal 0.060 inch (60 mil) thickness, for use as a single ply roofing membrane. Meets or exceeds the minimum requirements of ASTM D-6878. UL Listed, FM Approved, Dade County Product Approval, Florida Building Code Approved. White membrane is CRRC Listed and Title 24 Compliant. Each full roll contains approximately 1000 sq.ft. of roofing material, 10' X 100', weighing 322 lbs. EverGuard® TPO 60 mil thermoplastic single -ply roofing membrane by GAFMC. 2.05 ADHESIVES, SEALANTS and PRIMERS 07540-3 Rev 01109 GAFMCEVERGUARD9 TPO DESIGN LINE GUIDE SPECIFICATION A. Solvent -based Bonding Adhesive: Solvent based rubberized adhesive for use with EverGuard TPO membranes, EverGuard TPO Bonding Adhesive, by GAFMC. B. Water -based Bonding Adhesive: Water based rubberized adhesive for use with EverGuard TPO membranes, EverGuard HZO Bonding Adhesive, by GAFMC. C. Solvent based liquid, required to protect field cut edges of EverGuard TPO membranes. Applied directly from a squeeze bottle, EverGuard TPO Cut Edge Sealant, by GAFMC. D. Solvent based primer for preparing surfaces to receive butyl based adhesive tapes, EverGuard Primer, by GAFMC. E. Solvent based seam cleaner used to clean exposed or contaminated seam prior to heat welding, EverGuard TPO Seam Cleaner, by GAFMC. F. One part polyurethane sealant suitable for sealing the upper lip of exposed termination bars and penetrations, and around clamping rings. Meets or exceeds ASTM C-920-87, Type S, Grade NS, Class 25, EverGuard® Caulking, by GAFMC. G. One part butyl based high viscosity sealant suitable for sealing between flashing membrane and substrate surface behind exposed termination bars and for sealing between roofing membrane and drain flange. EverGuard® Water Block, by GAFMC. H. 100% solids epoxy based two-part sealant suitable for filling sealant pans at irregularly -shaped penetrations. Epoxy is part A. Polyamide is part B. EverGuard@ 2-Part Pourable Sealant, by GAFMC. 2.06 ACCESSORIES A. Mechanical Fasteners 1. DrilliTecTM HD Screws: Heavy gauge alloy steel fastener with CR-10 coating with a .245" diameter thread. Factory Mutual Standard 4470 Approved, #3 Phillips truss head for use on wood, concrete and steel decks. 2. Drill•TecTM XHD Plates: Galvalume, 2 3/8" (6 cm) diameter, with a barbed underside. Suitable for use with Drill•TecTM Standard, HD, and XHD Screws, and Drill•TecTM Spikes. B. Extruded aluminum termination bar with angled lip caulk receiver and lower leg bulb stiffener. Pre -punched slotted holes at 6" on center or 8" on center. 1/4" x 10' with 0.090" cross section, EverGuard@ Lip Termination Bar, by GAFMC. C. A smooth type, unreinforced thermoplastic polyolef n based membrane for use as an alternative flashing/reinforcing material for penetrations and corners. Required whenever preformed vent boots cannot be used, available in White, Tan, Gray, Regal Red, Regal Blue, and Hartford Green, 0.055 inches (55 mils) nominal thickness, EverGuard@ TPO UN-55 Detailing Membrane, by GAFMC. D. An 8 inch (20 cm) wide smooth type, polyester scrim reinforced thermoplastic polyolefin membrane strip for use as a cover strip over coated metal and stripping -in coated metal flanges and general repairs: 0.045 inches (45 mils) nominal thickness, available in White, Tan, Gray, Regal Red, Regal Blue, and Hartford Green EverGuard@ TPO 45 mil Utility Flashing Strips, by GAFMC. E. 24 gauge steel with 0.025" thick TPO based film. Factory supplied in sheets and required for fabrication into metal gravel stop and drip edge profiles, metal base and curb flashings, sealant pans, and scupper sleeves, available in White, Tan, Gray, Regal Red, Regal Blue, and Hartford Green. Sheet size 4' x 10', sheet weight 47 lbs., EverGuard@ TPO Coated Metal, by GAFMC. 07540-4 Rev 01109 GAFMC EVER GUARD® TPO DESIGN LINE GUIDE SPECIFICATION F. 0.075" thick molded TPO membrane sized to accommodate most common pipe and conduits, (1" to 6" diameter pipes), including square tube. Hot-air welded directly to EverGuard TPO membrane, supplied with stainless steel clamping rings, EverGuard® TPO Preformed Vent Boots by GAFMC. _ G. 0.45" thick molded TPO membrane boots are split to accommodate most common pipes and conduits and available in three standard sizes, EverGuard® TPO Preformed Split Pipe Boots, by GAFMC. H. 0.060" thick molded TPO membrane designed to accommodate both inside and outside comers of base and curb flashing. Hot-air welds directly to EverGuard TPO membrane. Size 4" x 4" with 6" flange, EverGuard® TPO Preformed Corners by GAFMC. I. .055" thick smooth type, unreinforced thermoplastic polyolefm membrane designed for use as a conforming membrane seal over T joints in 60 and 80 mil membrane applications. EverGuard@ UN-55 T-Joint Patches, by GAFMC. J. Universal style expansion joint covers fabricated to accommodate both wall and field applications, made of .060" thick reinforced TPO membrane, available in 5 standard sizes for most applications, EverGuard® TPO Preformed Expansion Joint Covers, by GAFMC K. .045" reinforced TPO membrane with pressure sensitive adhesive, to be installed on horizontal surfaces using plates and fasteners as a base attachment in fully adhered systems. Size 6" x 100', EverGuard® RTS (Roof Transition Anchor) Strip, by GAFMC L. .045" thick reinforced TPO membrane fabricated comers. Available in four standard sizes to flash curbs that are 24", 36", 48", and 60" in size. Four comers are required to flash the curb, EverGuard® Corner Curb Wraps, by GAFMC. M. Heatweld the "Secure Rods" in place 100% separated 16-24 inches apart. The welds are 6" long with 4 welds per side. Applied over TPO roofing systems to simulate standing seam metal roof, EverGuard® SA TPO Standing Seam Profile, by GAFMC. N. 8" diameter, nominal .050" unreinforced TPO membrane for use in flashing outside corners of base and curb flashings, EverGuard® TPO Fluted Corner, by GAFMC. 0. 1/8" thick extruded and embossed TPO roll 30" x 50', heat welds directly to roofing membrane. Unique herringbone traction surface. Gray in color, EverGuard® TPO Walkway Rolls, GAFMC. PART 3 EXECUTION 3.01 EXAhINATION A. Verify that the surfaces and site conditions are ready to receive work. B. Verify that the deck is supported and secured. C. Verify that the deck is clean and smooth, free of depressions, waves, or projections, and properly sloped to drains, valleys, eaves, scuppers or gutters. D. Verify that the deck surfaces are dry and free of ice or snow. E. Verify that all roof openings or penetrations through the roof are solidly set, and that all flashings are tapered. 3.02 SUBSTRATE PREPARATION 07540-5 Rev 01109 GAFMC EvERGUARD® TPO DESIGN LINE GUIDE SPECIFICATION A. Plywood Deck 1. Plywood sheathing must be exterior grade, minimum 4 ply, and not less than 15/32" (12 mm) thick. 2. Preservatives or fire retardants used to treat the decking must be compatible with roofing materials. 3. The deck must be installed over joists that are spaced 24" (61 cm) o.c. or less. 4. The deck must be installed so that all four sides of each panel bear on and are secured to joist and cross blocking. "H" clips are not acceptable. 5. Panels must be installed with a 1/8" to 1/4" (3mm — 6mm) gap between panels and must match vertically at joints to within (1/8" (3mm). 6. Decking should be kept dry and roofed promptly after installation. 3.03 INSTALLATION - GENERAL A. Install GAFMC's EverGuard® TPO roofing system according to all current application requirements in addition to those listed in this section. B. GAFMC EverGuard® TPO Specification #: T-MA-N-N-60 C. Start the application of membrane plies at the low point of the roof or at the drains, so that the flow of water is over or parallel to, but never against the laps. 3.04 SEPARATION SHEET A. Apply a 3 oz poly separation slip -sheet above the plywood deck. 3.05 MEMBRANE APPLICATION A. Mechanically Attached: 1. Place membrane so that wrinkles and buckles are not formed. Any wrinkles or buckles must be removed from the sheet prior to permanent attachment. Roof membrane shall be mechanically fastened immediately after it is rolled out, followed by welding to adjacent sheets. 2. Overlap roof membrane a minimum of 6" for side laps and 3" for end laps. 3. Install membrane so that the side laps run across the roof slope lapped towards drainage points. 4. All exposed sheet comers shall be rounded a minimum of 1". 5. Use full width rolls in the field of roof and half width rolls in the perimeter and corner region of the roof and mechanically fastened in the side lap area to the roof deck. 6. Membrane laps shall be heat -welded together. All welds shall be continuous, without voids or partial welds. Welds shall be free of burns and scorch marks. 7. Weld shall be a minimum of 1-1/2" in width for automatic machine welding and a minimum 2" in width for hand welding. 8. All cut edges of reinforced membrane must be sealed with EverGuard® TPO Cut Edge Sealant. 9. The membrane shall be mechanically fastened in the side lap area to the roof deck with appropriate Drill- TecTM fasteners and plates as required by roof system specification and/or Factory Mutual classification requirements. 10. The metal plates must be placed within'/4" to '/z" of the membrane edge. Plates shall not be placed less than from the membrane edge. 11. In the comer regions, additional fasteners shall be installed through the perimeter membrane to form a grid pattern, with an 8" (40.5 cm) wide EverGuard® TPO reinforced membrane flashing -strip welded over the additional fasteners. Corners include both outside and inside comers that measure 75 - 105 angle degrees. 12. Membrane attachment to the roof deck is required at locations of deck angle changes in excess of five (5) angle degrees (1" in 12"). 13. Supplemental membrane attachment is required at the base of all walls and curbs, and where the angle of the substrate changes by more than ten (10) degrees (1" in 12"). Roofing membrane shall be secured to the structural deck with screws and plates of the same type and spacing used for in -lap attachment. The 07540-6 Rev 01109 GAFMCEVERGUARD® TPO DESIGNLINE GUIDE SPECIFICATION screws and plates must be installed no less than from the membrane edge. Alternatively, the roofing membrane may be turned up the vertical plane a minimum of 3" and secured with screws and termination bar Fastener spacing is the same as is used for in -lap attachment. The termination bar must be installed within 1-1/2" to 2" of the plane of the roof membrane, with a minimum of 1" of membrane extending above the termination bar. 14. Supplemental membrane attachment to the structural deck is required at all penetrations. Roofing membrane shall be secured to the deck with appropriate Drill-TecTM screws and plates. 15. Fasteners must be.installed to achieve the proper embedment depth. Install fasteners without lean or tilt. 16. Install fasteners so that the plate or termination bar is drawn down tightly to the membrane surface. Properly installed fasteners will not allow the plate or termination bar to move (underdriving), but will not cause wrinkling of the membrane (overdriving). 3.06 FLASHINGS A. General: 1. " All penetrations must be at least 24" (61 cm) from curbs, walls, and edges to provide adequate space for proper flashing. 2. Flash all perimeter, curb, and penetration conditions with coated metal, membrane flashing, and flashing accessories as appropriate to the site condition. 3. All coated metal and membrane flashing comers shall be reinforced with preformed comers or non - reinforced membrane. 4. Hot-air weld all flashing membranes, accessories, and coated metal. A minimum 2" wide (hand welder) weld is required. 5. All cut edges of reinforced membrane must be sealed with EverGuard® TPO Cut Edge Sealant. 6. Consult the EverGuard® Application and Specifications Manual or GAFMC Contractor Services for more information on specific construction details, or those not addressed'in this section. B. Coated Metal Flashings: 1. Coated metal flashings shall be formed in accordance with current EverGuard construction details and SMACNA guidelines. 2. Coated metal sections used for roof edging, base flashing and coping shall be butted together with a'/4" gap to allow for expansion and contraction. Hot-air weld a 6" wide reinforced membrane flashing strip to both sides of the joint, with approximately 1" on either side of the joint left un-welded to allow for expansion and contraction. 2" wide aluminum tape can be installed over the joint as a bond -breaker, to prevent welding in this area. 3. Coated metal used for sealant pans, scupper inserts, comers of roof edging, base flashing and coping shall be overlapped or provided with separate metal pieces to create a continuous flange condition, and pop - riveted securely. Hot-air weld a 6" wide reinforced membrane flashing strip over all seams that will not be sealed during subsequent flashing installation. 4. Provide a'/2" hem for all exposed metal edges to provide corrosion protection and edge reinforcement for improved durability. 5. Provide a'/z" hem for all metal flange edges whenever possible to prevent wearing of the roofing and flashing membranes at the flange edge. 6. Coated metal flashings shall be nailed to treated wood nailers or otherwise mechanically attached to the roof deck, wall or curb substrates, in accordance with construction detail requirements. C. Reinforced Membrane Flashings: 1. The thickness of the flashing membrane shall be the same as the thickness of the roofing membrane. 2. Membrane flashing may either be installed loose or fully adhered to the substrate surface in accordance with "Construction Detail Requirements". 3. Where flashings are to be fully adhered, apply bonding adhesive at a rate resulting in 60 square feet/gallon of finished roofing material for solvent -based bonding adhesives, and at a rate of 125 square feet/gallon of finished roofing material for water -borne bonding adhesive. Apply bonding adhesive to both the underside of the membrane and the substrate surface at 120 square feet per gallon (Solvent Based) and 250 square feet per gallon (Water Based). A greater quantity of bonding adhesive may be required based 07540-7 Rev 01109 GAFMCEVERGUARD® TPO DESIGNLINE GUIDE SPECIFICATION upon the substrate surface condition. The bonding adhesive must be allowed to dry until tacky to the touch before flashing membrane application. 4. Apply the adhesive only when outside temperature is above 40T. Recommended minimum application temperature is 50°F to allow for easier adhesive application. 5. The membrane flashing shall be carefully positioned prior to application to avoid wrinkles and buckles. D. Un-reinforced Membrane Flashings: 1. Un-reinforced membrane is used to field -fabricate penetration or reinforcement flashings in locations where preformed comers and pipe boots cannot be properly installed. 2. Penetration flashings constructed of un-reinforced membrane are typically installed in two sections, a horizontal piece that extends onto the roofing membrane and a vertical piece that extends up the penetration. The two pieces are overlapped and hot-air welded together. 3. The un-reinforced membrane flashing shall be adhered to the penetration surface. Apply bonding adhesive at a rate resulting in 60 square feet/gallon of finished roofing material for solvent -based bonding adhesives, and at a rate of 125 square feet/gallon of finished roofing material for water -borne bonding adhesive. Apply bonding adhesive to both the underside of the membrane and the substrate surface at 120 square feet per gallon (Solvent Based) and 250 square feet per gallon (Water Based). A greater quantity of bonding adhesive may be required based upon the substrate surface condition. The bonding adhesive must be allowed to dry until tacky to the touch before flashing membrane application. E. Roof Edges: 1. Roof edge flashings are applicable for gravel stop and drip edge conditions as well as for exterior edges of parapet walls. 2. Flash roof edges with metal flanges nailed 4" O.C. to pressure -treated wood nailers. Where required, hot- air weld roof membrane to coated metal flanges. 3. When the fascia width exceeds 4", coated metal roof edging must be attached with a continuous cleat to secure the lower fascia edge. The cleat must be secured to the building no less than 12" O.C. 4. Alternatively, roof edges may be flashed with a 2-piece snap on fascia system, adhering the roof membrane to a metal cant and face nailing the membrane 8" on center prior to installing a snap -on fascia. 5. Flash roof edge scuppers with a coated metal insert that is mechanically attached to the roof edge and integrated as a part of the metal edging. F. Parapet and Building Walls: 1. Flash walls with EverGuard TPO membrane adhered to the substrate with bonding adhesive, loose applied (Less than 18" in height) or with coated metal flashing nailed 4" on center to pressure -treated wood hailers. 2. Secure membrane flashing at the top edge with a termination bar. Water Block shall be applied between the wall surface and membrane flashing underneath all exposed termination bars. Exposed termination bars shall be mechanically fastened 8" on center; termination bars that are counter flashed shall be fastened 12" on center. 3. Roof membrane must be mechanically attached along the base of walls with screws and plates (deck securement) or screws and inverted termination bar (wall securement) at the following rate: Mechanically Attached Systems Per in -lap on center spacing, with a 12" maximum 4. All coated metal wall flashings and loose applied membrane flashings must be provided with separate metal counterflashings, or metal copings. 5. Metal counterflashings may be optional with fully adhered flashings depending on guarantee requirements. Exposed termination bars must be sealed with EverGuardO caulking. 6. Flash wall scuppers with a coated metal insert that is mechanically attached to the wall and integrated as part of the wall flashing. G. Curbs and Ducts: 07540-8 Rev 01109 GAFMCEVERGUARD® TPO DESIGNL17VE GUIDE SPECIFICATION 1. Flash curbs and ducts with EverGuard TPO membrane adhered to the curb substrate with bonding adhesive, loose applied (Less than 18" in height) or with coated metal flashing nailed 4" on center to pressure -treated wood nailers. 2. Secure membrane flashing at the top edge with a termination bar. Water Block shall be applied between the curb/duct surface and membrane flashing underneath all termination bars. Exposed termination bars shall be mechanically fastened every 8"o.c.; termination bars that are counter flashed shall be fastened 12" on center. 3. Roof membrane must be mechanically attached along the base of walls with screws and plates (deck securement) or screws and inverted termination bar (wall securement) at the following rate: Mechanically Attached Systems Per in -lap on center spacing, with a 12" maximum 4. All coated metal curb flashings and loose applied membrane flashings must be provided with separate metal counterflashings, or metal copings. 5. Metal counterflashings may be optional with fully adhered flashings depending on guarantee requirements. Exposed termination bars must be sealed with EverGuard® caulking. H. Roof Drains: 1. Roof drains must be fitted with compression type clamping rings and strainer baskets. Original -type cast iron and aluminum drains, as well as retrofit -type cast iron, aluminum or molded plastic drains are acceptable. 2. Roof drains must be provided with a minimum 36" x 36" sump. Slope of tapered insulation within the sump shall not exceed 4" in 12". 3. Extend the roofing membrane over the drain opening. Locate the drain and cut a hole in the roofing membrane directly over the drain opening. Provide a'/2" of membrane flap extending past the drain flange into the drain opening. Punch holes through the roofing membrane at drain bolt locations. 4. For cast iron and aluminum drains, the roofing membrane must be set in a full bed of water block on the drain flange prior to securement with the compression clamping ring. Typical water block application is one 10.5 ounce cartridge per drain. 5. Lap seams shall not be located within the sump area. Where lap seams will be located within the sump area, a separate roof membrane drain flashing a minimum of 12" larger than the sump area must be installed. The roof membrane shall be mechanically attached 12" on center around the drain with screws and plates. The separate roof drain flashing shall be heat welded to the roof membrane beyond the screws and plates, extended over the drain flange, and secured as above. 6. Tighten the drain compression ring in place. 3.07 TRAFFIC PROTECTION A. Install walkway pads/rolls at all roof access locations and other designated locations including roof -mounted equipment work locations and areas of repeated rooftop traffic. B. Walkway pads must be spaced 2" apart to allow for drainage between the pads. C. Fully adhere walkway pads/rolls to the roof membrane with solvent -based bonding adhesive, applied at the rate of 1 gal. per 100 sq. ft. to both the walkway and roof membrane surfaces. Press walkway in position once adhesive is tacky to the touch. D. Alternatively, walkway pads/rolls may be hot -air -welded to the roof membrane surface continuously around the perimeter of the pad/roll. 3.08 ROOF PROTECTION A. Protect all partially and fully completed roofing work from other trades until completion. B. Whenever possible, stage materials in such a manner that foot traffic is minimized over completed roof areas. 07540-9 Rev 01109 GAFMCEVERGUARD® TPODESIGN.LINE . GUIDE SPECIFICATION C. When it is not possible to stage materials away from locations where partial or complete installation has taken place, temporary walkways and platforms shall be installed in order to protect all completed roof areas from traffic and point loading during the application process. D. Temporary tie-ins shall be installed at the end of each workday and removed prior to commencement of work the following day. 3.09 CLEAN-UP A. All work areas are to be kept clean, clear and free of debris at all times. B. Do not allow trash, waste, or debris to collect on the roof. These items shall be removed from the roof on a daily basis. C. All tools and unused materials must be collected at the end of each workday and stored properly off of the finished roof surface and protected from exposure to the elements. D. Dispose of or recycle all trash and excess material in a manner conforming to current EPA regulations and local laws. E. Properly clean the finished roof surface after completion, and make sure the drains and gutters are not clogged. F. Clean and restore all damaged surfaces to their original condition. END OF SECTION '07540-10 Rev 01109 Product Data Sheet EverGuard® Separation Sheets Description GAF EverGuard° single -ply roofing systems include a full line of EverGuard separation sheets, both non -woven polyester (beige in color) and fiberglass fire-resistant (green in color) mat. EverGuard separation sheets are easy to install; loose applied sheets require little or no mechanical attachment. They protect the EverGuard membrane from damage, in the case of non -woven polyester sheets, and improve the overall fire resistance of roof assemblies, in the case of fiberglass sheets. The following EverGuard non -woven polyester sheets and fiberglass sheets are available: Product Description Benefit(Application Quantity/Size Weight FYberglass Fire Fire-resistant fiber- • Separationsheet installed over polystyrene 4' X 250' jroll 80 lbs./roll Sheet 10 glass mat foam insulation beneath mechanic ally attached and ballast applied membranes to obtain certain fire ratings . Separation sheet installed beneath insulation over wood decks to obtain certain fire ratings Fiberglass Fin Fie -resistant fiber- • Separation sheet installed beneath mechanically 4' X 105'/roll 79 ft./pail Sheet 50 glass mat attached and ballast appliedmembianes over wood decks to obtain certain fire ratings • Separation sheet installed beneath insulation over wood decks to obtain certain fire ratings Pol t �a Non woven polyester • %parationsheet installed beneath mechanically 10' X 4n,/roll 116 Ibs, jroll Separation W,stabilim mat, attached and ballast applied membranes to pro - 3 Wsq. yd. tect from smooth surfaced substrates Layer 3 oz. • Separation sheet installed over ballast applied membranes to protect from sharp edges of crushed or reused stone ballast, and beneath lightweight interlocking concrete pavers Polymat Non -woven polyester • Separation sheet installed beneath mechanically 10' X 328'/roll 1251bs./roll Cushio Iling UV stabilized mat, 6 attached or ballast applied membranes to pro- Layer 6 oz. oz�sq. yd, tect from granule surfaced, rough and irregular surfaced substrates • Separation sheet installed over ballast applied membranes beneath standard non -interlocking concrete pavers Note: Store separation materials in original rolls on pallets or shelving in a dry area. Mass and dimensions stated are nominal unless otherwise indicated. ' Produet Data sheet 10 30 Product Data Sheet EverGuard® TPO 60 mil Membrane Description GAF EverGuard® TPO 60 mil thermoplastic polyolefin single -ply membrane systems have been engineered to provide superior long-term performance and enhanced durability. Strong, flexible EverGuard TPO 60 mil membrane is suitable for use in all types of single -ply systems: Mechanically Attached, Fully Adhered, and Ballast Applied Compared to other heavy-duty single -ply EPDM, PVC and TPO membranes, GAF EverGuard TPO 60 mil roofing membrane provides the benefits of all three materials in a single membrane: low installed cost, heat welded seams, white reflective color, and no liquid plasticizers. Applicable Standards UL Listed, FM Approved, Dade County Product Approval, Florida Building Code Approved, CRRC Listed, Title 24 Compliant, ENERGY STAR® Listed, ASTM D6878. Title 24 * Compliant 1. Certain data is provided in MD (machine direction) x CMD (cross machine direction) format. 2. Data is based upon typical product performance, and is subject to normal manufacturing tolerance and variance Nominal Thickness ASTM D-751 0.039" (min.) 0.060" Breaking Strength ASTM D-751 Grab Method 2201bf/in, 330 lbf x 310 If Factory Seam Strength ASTM D-751 66 lbf 120 lbf (membrane failure) Elongation at Break ASTM D-751 15% 30% Heat Aging ASTM D-573 90% Retention of Breaking Strength and Elongation at Break 100% Tear Strength ASTM D-751 8" x 8" Sample 551bf 701bf x 1501bf Puncture Resistance FTM 101C Method 2031 Not Established 3801bs. Cold Brittleness ASTM D-2137 -40 C -40 C Permeance AS E-96 Not Established 0.01 Perms Dimensional Change ASTM D-1204 9158 F, 6 hrs. +/- 1% 0.4% Water Absorption ASTM D-471 9158 F,1 week +/- 3.0% (top coating only) 0.7% Hydrostatic Resistance ASTM D-751Method D Not Established —0 psi Ozone Resistance ASTM D-1149 Pass No visible deterioration @ 7 x magnification No visible deterioration @ 7 x magnification Reflectivity (white) ASTM C 1549 N/A 0.76 Emissivity (white) ASTM C1371 N/A 0.90 Product Data Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation White, Tan, Gray, 10' x 100' 322 lbs. 5' x 100' 162 lbs. Regal Red, Regal Blue, 1,000 s $. (500 s ft. Hartford Green ( q ) q ) Note: Membrane rolls shipped horizontally on pallets. r Store rolls on their sides on pallets or shelving in a dry area Membrane rolls are heavy. Position and install by at least two people. * White Membrane Only :Product Data Sheet 2 14 Product Data Sheet EverGuard® TPO Accessories Description The GAF Everguare TPO single -ply roofing system includes an extensive line of EverGuard TPO flashing accessories for use with EverGuard TPO roofing systems. EverGuard flashing accessories are heat welded to the EverGuard roofing membrane. They are easy to install and provide secure protection from roof edge to parapet to penetration to wall. The following EverGuard TPO flashing accessories are available in standard colors of white, gray and tan unless otherwise noted. Product Description Benefit/Application Quantity/Size Weight Preformed • 75 mil molded • One standard size accommodates • Fits 1" - 6" diameter 9 lbs/carton Vent Boots membrane most common pipes and conduits pipes • Supplied with stainless steel • 6 Vent Boots per carton clamping rings Preformed • 60 mil thick molded • Universal style corner accommodates • 4" x 4" with 6" flange 6 lbs/carton Corners membrane both inside and outside comers of base • 20 Corners per carton and curb flashings UN-55 •55 mil thick • Alternative flashing/reinforcement • 24" x 50' roll 281bs/roll Detailing unreinforced material for penetrations and comers Membrane membrane • Required wherever preformed vent • White, Tan, Gray, boots cannot be used Regal Red, Regal Blue, Hartford Green (Energy Tan in the West) TPO 45 mil • 45 mil thick • Use for stripping in coated metal • 8" x 100' roll 18 lbs/roll Utility Flashing reinforced membrane flanges Strip • White, Tan, Gray, Regal Red, Regal Blue, Hartford Green (Energy Tan in the West) Coated Metal • 24 gauge steel with a • TPO membrane is laminated•to • 4' x 10' sheets 47 lbs/sheet Sheets 25 mil thick galvanized sheet metal • 10 or 30 sheets per membrane film • Cuts and forms like standard sheet pallet • White, Tan, Gray, metal Regal Red, Regal • Field and flashing TPO membrane heat Blue, Hartford Green welds directly to coated metal (Energy Tan in the . For metal gravel stop and drip edges, West) metal base and curb flashing, sealant pans and scupper sleeves UN-55 T-Joint • 55 mil thick • Conforming membrane seal for use • 100 patches per box 9 lbs Cover Patches unreinforced over T-Joints in 60 and 80 mil membrane membrane applications Cut • Solvent -based liquid • Sealant provided in squeeze bottle for • I pint bottle 24 lbs/carton Edge Sealant sealant use along all cut reinforced edges • 12 bottles/carton • Clear • 100 lineal feet per pint 1/8" diameter bead Walkway Rolls • 125 mil extruded and • Herringbone traction surfacing in gray • 30" x 50' 118 lbstroll embossed TPO color • Gray Only • Available in rolls • Heat welds directly to membrane or installed with seam tape Notes: 1. Mass and dimensions stated are nominal unless otherwise indicated. 2. Store accessory flashing materials in original carton, rolls, or sheets on pallets or shelving in a dry,area. `1/9/2009 Product Description Benefit/Application Quantity/Size Wei ht TPO Cover • 30 mil TPO • For use in stripping in primed • 6" x 100' roll 50 lbs/carton Tape membrane laminated galvanized edge metal • 2 rolls/carton to white butyl tape • For use in 10 & 15 year guarantees only Preformed • Boots are fabricated -Three standard sizes are split to 6 Bootstcarton Split Pipe from 45 mil thick accommodate most common pipes Stock Sizes Boots reinforced TPO and conduits 1"-2" 7.5 lbs/carton membranes 3"-5" 7.5 lbs/carton 6"-8" 11 lbs/carton Special order Size I lbs/carton RTA • 6" x 100' 45 mil -To be installed on horizontal surfaces 6" x 100' rolls 341bs/carton (Roof reinforced TPO Using plates and fasteners as abase .2 rollstcarton Transition membrane with attachment in fully adhered and Anchor) Strip pressure sensitive Freedorrim systems adhesive • White only Corner Curb • Corners are fabricated -Four Standard sizes to flash curbs that 4 Curb Wraps/carton. Wraps from 45 mil thick are 2411, 3611, 48" and 60" in size. Stock Sizes are: rein- -Four comers are required to flash the 13.5" 5.6 lbs/carton • forced TPO curb. 19.5" 7.4lbs/carton membrane 25.5" 10.7lbs/carton 31.5" 12.5lbs/carton Special order sizes: 7.5" 37.5" Preformed • 60 mil thick • 5 standard sizes to accommodate most Sizes are 4", 6", 8", 10", Ranges from Expansion reinforced TPO applications 12" Bellows 50-65 lbs. Joint membrane -Two convenient styles available to 50 foot rolls Covers • White only accommodate both Roof -to -Roof and Roof -to -Wall applications. EverGuard SA • 1-1/2 " wide x 1-1/4" -Applied over TPO roofing systems to 10' lengths 47 lbs/carton TPO Standing high x 10' in length simulate standing seam metal roof. 30 profiles/carton with Seam Profile profile with pressure. -Factory applied adhesive and release connecting dowels sensitive adhesive and liner for easy installation on primed release liner surfaces. • White, Tan, Gray, -Butt end aligned with dowels provided Regal Red, Regal with the profiles Blue, Hartford Green Freedom 5'-0" • 45 mil and 60 mil -Eliminates wasted membrane because 5' x 50' 76lbs Dual HW (Heat reinforced membranes of the two HW edges. Weld) Flashing •6" HW edge allows for more flexibility and easier installation EverGuard • 8" diameter nominal -For use in flashing outside comer of 20 Comers/carton 3 lbs/carton TPO 50 mil non -reinforced base and curb flashings Fluted Corner TPO membrane 1l9/2009 Product Description Benefit/Application Quantity/Size Weight Square Tube • Square tube wraps are • Fast efficient alternative to field 6 Tube Wraps per 6-7 Wraps fabricated from 45 mil fabrication carton lbs/carton thick reinforced TPO • Tube wraps are split with a designed Three Sizes: 4" x 4" membrane overlap so they can be wrapped 4" x 6" around square or rectangular tubing 6" x 6" and ensure a solid weld • Available in three standard sizes Inside Corners • Inside Comers are • Manufactured to accommodate 20 Comers per carton 3.5 formed using inside corners of base and curb 6" x 6" x 5 1/4" lbs/carton unreinforced flashings membrane to a • Designed for ease of welding in tight nominal 50 mil areas thickness Pourable • Pourable Sealer • Provides a structural foundation for 6 Pockets per carton 6.5 Sealer Pocket Pocket is molded with application of EverGuard Pourable 9" x 6" x 4" oval with lbs/carton TPO compound to a Sealant with primer or a non- 3" base flange nominal 70 mil shrinking grout thickness • Lower cost than coated metal • White Only fabricated pockets • Ideal for waterproofing irregular shaped roof penetrations • Pocket can be split and flashed with detailing membrane for applications around continuous pipes or penetrations Drain • Spun Aluminum drain • For use in waterproofing low slope 3 Drains per carton 3.25 — 3.70 preflashed with 55 mil roof drains 10 sizes available: 1 lbs/carton unreinforced TPO • Fast efficient alternative to field 1/2" to 6" in half inch membrane fabrication increments • White Only Scupper • Manufactured out of • For use in waterproofing wall 2 Scuppers per carton 5-9 TPO Coated Metal scuppers 4" x 6" x 12" lbs/carton and 55 mil • Eliminates unnecessary flashing to 8" x 10" x 12" unreinforced waterproof the wall opening membrane • White Only Vent • Manufactured out of. • For use in venting low slope 2 Vents per carton 12 reinforced 45 mil mechanically attached roofs lbs/carton TPO membrane and • Limited to one-way flow to avoid galvanized steel moisture buildup within the roofing • White only structure and material •119/2009 Product Data Sheet EverGuard' Sealants Description GAF EverGuard° single -ply roofing systems include a full line of EverGuard/GAF° sealants. Note: EverGuard/GAF sealants are specially formulated for specific applications; use the correct sealant for the application. The following EverGuard/GAF sealants area available: Units Carton Product on Benefit/Annfication Per Carton Weight EverGuard One -part polyurethane • Suitable for sealing upper lip of exposed Ten (10) 7 lbs. Caulk sealant termination bars 10.3 oz. cartridges • Suitable for sealing around upper edge of penetration clamping rings • Meets ASTM C-920-87, Type S, Grade NS, Class 25 EverGuard One -part butyl -based • Suitable for sealing between flashing membrane Ten (10) 13 lbs. Water Block high -viscosity sealant and substrate surface behind exposed ternina- 10.5 oz. cartridges tion bars • Suitable for sealing between roofing membrane and drain flanges EverGuard 100% solids epoxy- • Suitable for filling sealant pans at irregularly- 1 kit = 1 gal Part A and 60 lbs. 2-Part Pourable based two-part sealant shaped penetrations 1 pint Part B Sealant • Part A - epoxy 4 kits per carton • Part B - polyamide EverGuard Sealant used at any • Used to seal non -factory edges (cut edges) as a 12 pints/ctn. 12 lbs. Cut Edge non -factory edge of final step in membrane installation Sealant TPO membrane Note: Store sealants in original containers on pallets or shelving in a dry area. Store sealants in 50-100T conditioned area away from open flame or other combustion source. 41 Product Data Sheet 26 Product Data Sheet EverGuard° Adhesives & Primers Description EverGuard° single -ply roofing systems include a full line of EverGuard/GAF® adhesives. Note: EverGuard/GAF adhesives are specially formulated for use with specific EverGuard membranes; use the correct adhesive for the application. The following EverGuard/GAF adhesives are available: Product Description Benefit/Application Quantity/Size Weight EverGuard Solvent -based rubber- • Two -surface contact adhesive applied to both 5 gallon pail 361bs. PVC Bonding 'zed adhesive for use underside of membrane and substrate surface Adhesive with PVC -based mem- • Suitable for roofing and flashing membranes, branes including fleece -backed membranes. • Compatible with isocyanurate and fiberboard insulations, and fiber glass -faced gypsum panels • Compatible with concrete, masonry, metal and wood flashing substrates EverGuard Solvent -based • TWo-surface contact adhesive applied to both 5 gallon pail 36 lbs. TPO Bonding rubberized adhesive underside of membrane and substrate surface Adhesive for use with • Suitable for roofing and flashing membranes TPO-based including fleece -backed membranes. membranes • Compatible with isocyanurate and fiberboard insulations, and fiber glass -faced gypsum panels • Compatible with concrete, masonry, metal and wood flashiniz substrates EverGuard Water -based • TWo-surface contact adhesive applied to both 5 gallon pail 38 lbs. H 0 Bonding rubberized adhesive underside of membrane and substrate surface Adhesive for PVC -based • Suitable for roofing and flashing membranes, and TPO-based including fleece -back membranes membranes • Compatible with isocyanurate and fiberboard, insulations, and fiber glass -faced gypsum panels • Compatible with concrete, masonry, metal and wood flashing substrates EverGuard Standard solvent- • Solvent based primer for galvanized metal 1 gallon can 8 lbs. TPO Primer based primer edges cover tape 5 gallon pail 40 lbs. • Cleans and prepares TPO membrane and galvanized metal edges prior to installation of EverGuard TPO Cover Tape • Apply Primer using Scotch Brite Pad or equivalent. • Application rate approximately 560 lineal feet per gallon. EverGuard TPO Solvent -based seam • Use to clean exposed or contaminated seam 1 gallon can 7 lbs. Seam Cleaner cleaner prior to heat welding. • Use with self -adhering membrane prior to adhering the lap. GAF Asphalt General purpose sol- • Meets ASTM D-41 5 gallon 37 lbs. Primer vent -based asphalt • Asphalt primer required prior to application of primer roofing asphalt • Seals and conditions surface of old smooth and mineral -surfaced built-up roofs, structural, cel- lular and gypsum concrete decks, and masonry wall surfaces Note: Store adhesives and primers in original pails on pallets or shelving in a dry area. 50-100T conditioned area away from open flame or other. Mass and dimensions stated as nominal unless otherwise indicated. Product Data Sheet 25 40 TM L Le M me, PRODUCT DESCRIPTION The Drill•Tec Heavy Duty #14 Roofing Fastener is designed to secure insulation and single -ply membrane to heavy steel (18 ga.- 20 ga.). It is available in lengths from 1 1/4" - 26". The Drill•Tec Heavy Duty Roofing Fastener is Factory Mutual and Dade County approved. APPLICATION The Drill•Tec Heavy Duty #14 Roofing Fastener must penetrate the deck a minimum of 3/4". Using a screwshooter, drive the fastener until the screw head is seated securely; with very rigid insulation boards, watch for the plate to dimple. (Vote: Be careful not to overdrive the fastener and fracture the skin of the insulation. Fastener must be tight enough so that the plate doesn't turn. PHYSICAL ,,, ,j 1000 13 lb The data below is constant for each Drill•Tec Heavy Duty #14 Roofing Fastener. Thread Diameter: .245 Shank Diameter: .190 Head Diameter: .435 Head Style: #3 Phillips Truss Head" Coating: CR-10 •*#3 phillips bit included in each carton. 4510 1'/4" Full 4512 1%" Full 1000 17 lb 4513 2" Full 1000 191b 4514 3" Full 1000 27 lb 4515 4" 3" 1000 35lb 4516 5" 4" 500 23lb 4517 6" 4" 500 26 lb 4518 7" 4" 500 30 lb 4519 8" 4" 500 34 lb 4520 9" 5" 500 37Ib 4521 10" 5" 500 40lb 4522 11" 5" 500 44lb 4523 12" 5" 250 25lb 4524 14" 5" 250 29lb 4525 16" 5" 250 38 lb LONGER LENGTHS CALL AVAILABLE BMCA FOR INFORMATION. UPON REQUEST. Recommended By Major [/ Manufacturers, //� -including.- aw GAF MATERIALS CORPORATION HEAVY DUTY ROOFING FASTENER APPROVED Fast Facts The Drill•Tec Heavy Duty #14 Roofing Fastener is designed to secure insulation and single -ply membrane to heavy steel and wood decks. FEATURES & BENEFITS • Heavier shank & thread diameters than most "heavy duty" roofing fasteners. • Deep thread for high pullout resistance. • Extra sharp spade point for quick installation in new or reroof applications. COATING Drill•Tec CR-10 corrosion resistant coating exhibits less than 15% red .rust after 30 Kesternich cycles. CR-10 coating exceeds F.M. Approval Standard 4470. PLATES & ACCESSORIES Use 2" or 3" steel or plastic plates, depending upon the application. See Plates section. For best installation results, use a variable speed 0-2500 rpm screw gun. See Accessories section. DRILL• TEC7 HEAVY DUTY ROOFING FASTENER SPECIFICATION The fastener will be a Drill-Tec Heavy Duty #14 Roofing Fastener with a shank diameter of .190 and a thread diameter of .245. The fastener must have 10 threads per inch and have a 30' spade point. Also, the fastener must be heat treated per specification OMG-1. The Drill-Tec Heavy Duty Roofing Fastener will be used with a Factory Mutual approved, Drill•Tec round pressure plate. The fastener must be Factory Mutual approved and made in the U.S. COATING REQUIREMENT The fastener will be coated with the Drill•Tec CR-10 corrosion resistant coating. When subjected to 30 Kesternich cycles (DIN 50018), the fastener must show less than 15% red rust and surpass Factory Mutual Approval Standard 4470. APPLICATION The Drill•Tec Heavy Duty #14 Roofing Fastener must penetrate steel decks a minimum of 3/4". Using a screwshooter, drive the fastener until the screw head is seated securely; with very rigid insulation boards, watch for the plate to dimple. Note: Be careful not to overdrive the fastener and fracture the skin of the insulation. Fastener must be tight enough so that the plate doesn't turn. Factory Mutual requires that the fastener penetrate the steel deck at the top flute. PHYSICAL DATA Head Diameter:.435 Head Style: #3 Phillips Truss Thread Diameter:.245. Shank Diameter:.190 Packaging: 250, 500,1000/carton DRILL- TEC HEAVY DUTY ROOFING FASTENER LENGTH SELECTION PROCEDURE If applicable, determine thickness of existing roofing material. 2. Add thickness of new insulation. 3. Add 3/4" minimum fastener penetration 4. If odd size requirement, always size up in length, not down. See example. Example Existing Roofing: New Insulation: Min. Embedment: Total Fastening Range 1 3/4" 1 /2" 3/4" 3" Existing Roofing: New Insulation: Min. Embedment: Total fastening Range 3/4" Use this format to calculate your correct fastener size. The proper Heavy Duty Roofing Fastener for this example is 3" TM - GAF Contractor Services 1-800-766-3411 www.gaf.com USI Contractor Services 1-800-624-6832 www.usintec.com `02004 Building Materials Corporation OfAmerica, 1361 Alps Road, Wayne, NJ 07470 4/04 COMDT206 DMLL*TEC vi PRODUCT DESCRIPTION Drill Tec Steel Plates are made of Golvalume® coated steel. The round design provides an distribution loads sharp corners that can dama0e the insulation or even membrane. Drill-Tec of and eliminates 2' plates should be used for lap seam fastening. Drill-Tec 3' plates should be used when fastening insulation. These plates are designed to be used with Drill-Tec fasteners. Drill-Tec Steel Plates are Factory Mutual and Dade County approved. PHYSICAL DATA 2' SHD Double -Barbed Seam Plate Application: Attaches EverGuard® membrane to the substrate. Fastener: Drill-Tec Standard #12 Fasteners, HD #14 Fasterners, XHD #15 Fasteners, SXHD #21 Fasteners and' Drill-Tec CD-10 Fasteners. 2'/a' XHD Barbed Seam Plate Application: Attaches EverGuard® membrane to the substrate. Fastener: Drill-Tec Standard #12 Fasteners, HD #14 Fasterners, XHD #15 Fasteners and Drill-Tec CD-10 Fasteners. 23/, Super XHD Double -Barbed Seam Plate Application: Attaches EverGuardo membrane to the substrate. Fastener: Drill-Tec HD #14 Fasterners, SXHD #21 Fasteners and Drill--Tec CD-10 Fasteners. W Galvalume® Plates Application: Attaches insulation to the substrate. Fastener: Drill-Tec Standard, #12 Fasteners, HD #14 Fasteners, CD-10 Fasteners, Fluted Nail or NTB-1HWW screws. Lite-Deck Plate, Application: Attaches Insulation to gypsum, Tectum® and lightweight concrete decks. Fastener: Drill--Tec Ute-Deck Fastener. 2' NTB® Plate Application: Attaches single -ply membrane to gypsum, Tectum® and lightweight concrete decks. Fastener: Drill--Tec NTB-1 H w/ or w/o wire or NC 1' head. 3° NTB® Plate Application: Attaches insulation to gypsum, Tectum® and lightweight concrete decks. ' Fastener. Drill-Tec NTB-1 H w/ or w/o wire or NC 1' head. Base Sheet Plate Application: Attaches base sheets to lightweight insulating concrete and various gypsums. Fastener: Drill-Tec Standard or 1.2 Base Sheet Fastener. 2" SHD MEMBRANE PLATE 8676 z" 1 1000 Z9 In 2 3/8" XHD STEEL PLATE 8678 2%" 1000 45 Ib 2 3/4" SUPER XHD MEMBRANE PLATE 8679 2%" 500 37 Ib 3" PLATE 4577 3" 1000 37 Ib LITE-DECK PLATE 457B 3" 500 19 Ib 2" NTB PLATE 86JL 2" 1000 24 Ib 3" NTB PLATE 45JJ 3" 1000 46 Ib BASE SHEET PLATE 459B 2%" 1000 � 20 Ib Rating 1-60 XHD EVERGUARD MEMBRANE PLATE 1-60 SUPER XHD EVERGUARD MEMBRANE PLATE 1-90 XHD EVERGUARD MEMBRANE PLATE 1-90 SUPER XHD EVERGUARD MEMBRANE PLATE XHD 12" ox. SUPER XHD 18" O.C. XHD 6" ox. SUPER XHD Recommended By Major �s/NTE Manufacturers, Including: enFMPTERws CORPORATION STEEL PLATES Pa MApF L ` 9 G u S is MIANIZ.ADE ltl tlW PRODUCT DESCRIPTION Drill-Tec Plastic Plates are Factory Mutual and Dade County approved. Drill-Tec 2" plates should be used for lap seam fastening, Drill-Tec 3" plates should be used when fastening insulation, All Drill-Tec plates are round and designed to be used with Drill-Tec fasteners. PHYSICAL DATA 2" Plastic Plate Application: Attaches single -ply membrane to the substrate, Fastener: Drill-Tec Standard, Heavy Duty, CD-10, Fluted Nail or Toggle Bolt fastener, Material: Polypropylene 2" Locking Plastic Plate Application: Attaches single -ply membrane to the substrate. Fastener: Drill-Tec Standard, Heavy Duty, Toggle Bolt, Fluted .Nail, or CD-10 fastener, Material: Nylon 3" Plastic Plate Application: Attaches Insulation to the substrate. Fastener: Drill-Tec Standard, Heavy Duty, CD-10, Fluted Nail or Toggle Bolt fastener. Material Polypropylene 3" Locking Plastic Plate Application: Attaches insulation to the substrate, Fastener: Drill-Tec Standard, Heavy Duty or Toggle Bolt fastener, Material: Polypropylene 3" NTB® Plastic Plate Application: Attaches Insulation to gypsum, Tectum® and lightweight concrete decks, Fastener: Drill-Tec NTB-2H with wire barbs, NC 2' head, Material: Polypropylene 2" PLASTIC PLATE 4575 2" 11000 12 lb 2" LOCKING PLASTIC PLATE 2" 1000 18 lb 3" PLASTIC PLATE 4578 3" 1000 25 lb 3" LOCKING PLASTIC PLATE 45JK 3" 1000 25 lb 3" NTB® PLATE 4511 3" 1000 18 lb .M I.LoTEC PLASTIC PLATES , A- R a W pAAjNj ��MA DE -v d� GAF Contractor Services 1-800-766-3411 www.gaf.com USI Contractor Services 1-800-624-6832 www.usintec.com V2004 Building Materials Corporation Of America, 1361 Alps Road, Wayne, NJ'07470 . 4/04 COMDT211 MATERIAL SAFETY DATA SHEET EVERGUARDO POLYESTER SEPARATION SHEETS 4 =EXTREME GAF MATERIALS CORPORATION PLAMMLE 3=HIGH 1 TM 2=MODERATE REACTIVE0 0 1 = SLIGHT s 0=INSIGNIFICANT 0 ' Polyester'Non-Woven Manufacturer Freudenberg Texbond Identity (Trade Name As Used On Label) Address 660 Allied Industrial Boulevard MSDS Number* 2026 Macon, GA 31206 CAS Number* Phone Number (For Information) 800-766-3411 Date Prepared 0911999 REV 06/03 Emergency Phone Number 800-424-9300 Prepared By* P. Allenstein NOTE. Blank spaces are not permitted. If any Item Is not applicable, or No information is available, the space must be marked to indicate that. SECTION 1 - MATERIAL IDENTIFICATION AND INFORMATION COMPONENTS - Chemical Name & Common Names (Hazardous Components 1% or Greater, Carcinogens 0.1% or greater) °/* OSHA PEL ACGIH TLV OTHER LIMITS RECOMMENDED N/A � ..c�y1`� t.S 4' I^�crz + ;I, f , l.. Total 100 SECTION 2 - PHYSICALICHEMICAL CHARACTERISTICS Boiling Point N/A Specific Gravity (1-120 = 1) 1.48 Vapor Pressure (mm Hg and Temperature) N/A Melling Point 2570 C Vapor Density (Air =1) N/A Evaporation Rate (Butyl Acetate = 1 N/A Solubility In Water Insoluble Water Reactive N/A Appearance and Odor Medium luster SECTION 3 - FIRE AND EXPLOSION HAZARD DATA Flash Point and Method Used N/A Auto -Ignition Temperature N/A Flammability Limits in Air % by Volume N/A LEL N/A UEL N/A Extinguisher Media Water spray, foam, dry chemical or carbon dioxide. Special Fire Fighting Procedures Wear full protective clothing and a self-contained breathing apparatus. Unusual Fire and Explosion Hazards Combustion products similar to the other organic materials producing mainly carbon dioxide (CO2) and carbon monoxide (CO). * Optional OSHA 174 Page 1/2 MSDSGAF SECTION 4 - REACTIVITY HAZARD DATA STABILITY Stable Unstable I Conditions To Avoid Incompatibility (Materials to Avoid) Avoid contact with strong oxidizing agents. Hazardous Decomposition Products (CO). Thermal decomposition may generate carbon dioxide (CO2) and carbon monoxide HAZARDOUS POLYMERIZATION May Occur X Will Not Occur Conditions [To Avoid SECTION 5 - HEALTH HAZARD DATA PRIMARY ROUTES OF ENTRY: _N/A Inhalation _N/A Skin Absorption _N/A Ingestion _x_ Not Haz CARCINOGEN LISTED IN: _ NTP _ IARC Monograph _ OSHA X Not Listed HEALTH HAZARDS Acute N/A Chronic N/A Signs and Symptoms of Exposure N/A Medical Conditions Generally Aggravated by Exposure: N/A EMERGENCY FIRST AID PROCEDURES - Eye Contact: N/A Skin Contact: N/A Inhalation: NIA Ingestion: N/A SECTION 6 - CONTROL AND PROTECTIVE MEASURES Respiratory Protection (Specify Type) NIA Protective Gloves: N/A. Eye Protection: N/A VENTILATION TO BE USED _ Local Exhaust: N/A Mechanical (General) N/A _ Special N/A Other (Specify) N/A Other Protective Clothing and Equipment: N/A Hygienic Work Practices: N/A SECTION 7 - PRECAUTIONS FOR SAFE HANDLING AND USE/LEAK PROCEDURES Steps to be Taken if Material is Spilled or Released: Collect into suitable container. Waste Disposal Methods: Dispose of or incinerate in accordance with local regulations. Precautions to be Taken in Handling and Storage: N/A Other Precautions and/or Special Hazards: N/A MSDS NO. 2026 PAGE 212 t GAF MATERIALS CORPORATION GAF Materials Corporation Material Safety Data Sheet MSDS # 2001 MSDS Date: December 2008 SECTION1PRODU TC AND CON�PbN INFORM;10�[ PRODUCT NAME: EverGuard® TPO, TPO FB Membranes and Accessories (UN betailing Membrane; Coated Metal Membrane; Pre -Formed Corners & Vent Boots; Flashing Strips; UN T-Patches) TRADE NAME: N/A CHEMICAL NAME / N/A SYNONYM: CHEMICAL FAMILY: MANUFACTURER: ADDRESS: 24-HOUR EMERGENCY PHONE (CHEMTREC): INFORMATION ONLY: PREPARED BY: APPROVED BY: N/A GAF Materials Corporation 1361 Alps Road, Wayne, NJ 07470 800 — 424 - 9300 800 — 766 — 3411 Sal Colalillo Phil Curry NFPA Hazard Rating 0 0 HMIS Hazard Rating 0 0 Reactive 0 Reactive 0 Special Hazards - Personal Protection B OSHA HAZARDOUS: Yes ❑ No X SECT ON 2 COIII POSITI:OWINNIINGRE-DIENITS OCCUPATIONAL EXPOSURE LIMITS CHEMICAL NAME CAS # % (BY WT) OSHA ACGIH OTHER Proprietary - 100 NE NE NE NE = Not Established Page 1 of 6 GAF Materials Corporation MSDS # 2001 SE �TION 3 AZARD3 IDEN FICA�T�Ia PRIMARY ROUTE OF EXPOSURE: None SIGNS & SYMPTOMS OF EXPOSURE EYES: Will not ordinarily occur SKIN: Will not ordinarily occur INGESTION: Will not ordinarily occur INHALATION: Will not ordinarily occur ACUTE HEALTH HAZARDS: None CHRONIC HEALTH HAZARDS: None CARCINOGENICITY: None Listed SECT&ON,.�4..�FII�SA�D MEA_S_UES FIRST AID PROCEDURES EYES: Flush with water for 15 minutes. Remove contact lenses if worn. Consult with medical personnel if irritation persists. SKIN: Not normally hazardous. If contact is made at elevated tremperatures treat as a thermal burn. INHALATION: At elevated temperatures, vapors may be given off. If inhaled vapors are inhaled, remove to fresh air. Seek medical assistance. INGESTION: If ingested, induce vomiting. Consult medical personnel. NOTES TO PHYSICIANS OR None FIRST AID PROVIDERS: FR ODUR3- EC5G SUITABLE EXTINGUISHING MEDIA: HAZARDOUS COMBUSTION PRODUCTS: RECOMMENDED FIRE FIGHTING PROCEDURES: Carbon dioxide, dry chemical Carbon dioxide, carbon monoxide, methane, propane, aldehydes and other organic vapors. Use self-contained breathing apparatus and suitable protective clothing. Page 2 of 6 GAF Materials Corporation MSDS # 2001 UNUSUAL FIRE & EXPLOSION None known. HAZARDS: ACCIDENTAL- RE-11, E M SORES ACCIDENTAL RELEASE MEASURES: None SECTION 7 HAND ING AND .$SBA- AG HANDLING AND STORAGE: None OTHER PRECAUTIONS: None SECTLOIV8.E-XPaOSURERSONAL OTCNRO IPOTECTIO�I ENGINEERING CONTROLS / None VENTILATION: RESPIRATORY PROTECTION: Not normally required EYE PROTECTION: Safety glasses with side shields SKIN PROTECTION: Gloves are recommended OTHER PROTECTIVE EQUIPMENT: When handling this material, wear long sleeve shirts, long pants and safety shoes. WORK HYGIENIC PRACTICES: Washing of hands is recommended after handling. EXPOSURE GUIDELINES: None z9GE IONi9 .P' IYSICAL:A D CHE� MIC LtP OPERTiIES APPEARANCE & ODOR: Thin sheet in roll form, various colors. Negligible odor. FLASH POINT: No data LOWER EXPLOSIVE LIMIT: No data METHOD USED: No data UPPER EXPLOSIVE LIMIT: No data EVAPORATION RATE: No data BOILING POINT: No data pH (undiluted product): No data MELTING POINT: 350 OF Page 3 of 6 GAF Materials Corporation MSDS # 2001 SOLUBILITY IN WATER: Insoluble SPECIFIC GRAVITY: 0.9 —1.2 VAPOR DENSITY: No data PERCENT VOLATILE: No data VAPOR PRESSURE: No data MOLECULAR WEIGHT: No data VOC WITH WATER (LBS/GAL): No data WITHOUT WATER (LBS/GAL): No data Slc-CTION 1.0:�3�ABIL� AND ;REJAC�T`P�_y13UI�T1`� THERMAL STABILITY: CONDITIONS TO AVOID (STABILITY): INCOMPATIBILITY (MATERIAL TO AVOID): STABLE X UNSTABLE ❑ Do not store near strong oxidizers or open flames None known. HAZARDOUS DECOMPOSITION OR BY- Carbon dioxide, carbon monoxide, methane, propane, PRODUCTS: aldehydes and other organic vapors HAZARDOUS POLYMERIZATION: Will not occur SEC N 11 ==TOXICOLOGICAL INEORMA�`AT,1ON: TOXICOLOGICAL INFORMATION: No information available. SECT�ON_`1�2 ECOLOGICAL'1lNFORMAY Ioffl ECOLOGICAL INFORMATION: No information available. SECT ONE 13 ' DISPOSALLCO_ SIDE - °T-l_ON WASTE DISPOSAL METHOD: This product, as supplied, is not regulated as a hazardous waste by the U.S. Environmental Protection Agency (EPA) under Resource Conservation and Recovery Act (RCRA) regulations. Comply with state and local regulations for disposal. . RCRA HAZARD CLASS: None .Page 4.of 6 GAF Materials Corporation MSDS # 2001 TRANSPOR ATE T ONINFORAT ON U.S. DOT TRANSPORTATION PROPER SHIPPING NAME: This product is not classified as a hazardous material for transport. HAZARD CLASS: N/A ID NUMBER: N/A PACKING GROUP: N/A LABEL STATEMENT: N/A OTHER: N/A S CTIO 15 EGULADO INFORMi TI_O U.S. FEDERAL REGULATIONS TSCA: This product and its components are listed on the TSCA 8(b) inventory. CERCLA: None SARA 311/312 HAZARD CATEGORIES: None 313 REPORTABLE INGREDIENTS: None CALIFORNIA PROPOSITION 65: None Other state regulations may apply. Check individual state requirements. The following components appear on one or more of the following state hazardous substances lists: Chemical Name CAS # CA MA MN NJ PA RI Proprietary - No No No No No No SEC=TIONi1:fi .OsZHE . INFORMFAR 1-61 ti 1 P 1 r 1 ADDITIONAL COMMENTS: None. DATE OF PREVIOUS MSDS: June 2003 Page 5 of 6 GAF Materials Corporation MSDS # 2001 CHANGES SINCE PREVIOUS MSDS: Changed to the ANSI 16 section MSDS format. This information relates to the specific material designated and may not be valid for such material used on combination with any other materials or in any process. Such information is to the best of our knowledge and belief accurate and reliable as of the date compiled. However, no representation, warranty or guarantee, expressed or implied, is made as to its accuracy, reliability, or completeness. It is the user's responsibility to satisfy himself as to the suitability and completeness of such information for his particular use. We do not accept liability for any loss or damage that may occur from the use of this information. Nothing herein shall be construed as a recommendation for uses which infringe valid patents or as extending a license of valid patents. Page 6 of 6 GAF Materials Corporation ® Material Safety Data Sheet MSDS # 2003 GAF„,R,p,, MSDS Date: December 2008 CORPORATION MOM LION 1KK RODUC AND CO PAN OF RM�TLE) PRODUCT NAME: EVERGUARD® TPO Coated Metal Flashing TRADE NAME: Coated Metal Flashing — TP02PLUS CHEMICAL NAME / N/A SYNONYM: CHEMICAL FAMILY: N/A MANUFACTURER: GAF Materials Corporation ADDRESS: 1361 Alps Road, Wayne, NJ 07470 24-HOUR EMERGENCY 800 — 424 — 9300 PHONE (CHEMTREC): INFORMATION ONLY: 800 — 766 — 3411 PREPARED BY: Corporate EHS APPROVED. BY: Corporate EHS NFPA Hazard Rating HMIS Hazard Rating 1.11mil 0 �0371LI 0 NXIME 0 =- I Mb 0 Reactive 0 Reactive 0 Special Hazards - Personal Protection X OSHA HAZARDOUS: Yes ❑ No X SECQTlION 2:.0 • �0 ITSI O 1N�INFOR$TION 0' INCREMama OCCUPATIONAL EXPOSURE LIMITS CHEMICAL NAME CAS # % (BY WT) OSHA ACGIH OTHER 1-Propene, polymer 09010-79-1 NE NE NE with Ethene Metal N/A NE NE NE NE = Not Established Page 1 of 6 GAF Materials Corporation MSDS # 2003 $ECTIO 7HyAZARDS IDEN M- C.R Off PRIMARY ROUTE OF EXPOSURE: None known under normal use. SIGNS & SYMPTOMS OF EXPOSURE EYES: None SKIN: None INGESTION: None INHALATION: None ACUTE HEALTH HAZARDS: None CHRONIC HEALTH HAZARDS: None CARCINOGENICITY: None Known S CTiONF�IRST{AID MEA_S_UR FIRST AID PROCEDURES EYES: N/A SKIN: N/A INHALATION: N/A INGESTION: N/A NOTES TO PHYSICIANS OR None FIRST AID PROVIDERS: SC�T�I_ONSREFHTLI�f� OCEDURES SUITABLE EXTINGUISHING MEDIA: Carbon Dioxide, Dry Chemical HAZARDOUS COMBUSTION Carbon Monoxide, carbon dioxide, methane, propane, PRODUCTS: aldehydes and other organic vapor. RECOMMENDED FIRE FIGHTING Use self-contained breathing apparatus and protective PROCEDUIRES: clothing. Page 2 of 6 GAF Materials Corporation MSDS # 2003 UNUSUAL FIRE & EXPLOSION None - HAZARDS: Q- TION 8 CC DE-tL L REL=AR ES ACCIDENTAL RELEASE MEASURES: None SE TC^� O 7:�Ar, DL G AND SzTtORAGE HANDLING AND STORAGE: None OTHER PRECAUTIONS: None S.v ITC ITC ON��EXP..OSUR "'CONTROL3lPERS�ONA PRO: i-C►iTIO ENGINEERING CONTROLS / N/A VENTILATION: RESPIRATORY PROTECTION: N/A EYE PROTECTION: Safety glasses SKIN PROTECTION: Work gloves OTHER PROTECTIVE EQUIPMENT: None WORK HYGIENIC PRACTICES: None EXPOSURE GUIDELINES: None 5 -CTlO 9_`:P YSIC�AL ND C EMCA[110-0-RENCEIN APPEARANCE & ODOR: Plastic coated metal with no odor. FLASH POINT: No Data LOWER EXPLOSIVE LIMIT: No Data METHOD USED: No Data UPPER EXPLOSIVE LIMIT: No Data EVAPORATION RATE: No Data BOILING POINT: No Data pH (undiluted product): No Data MELTING POINT: No Data SOLUBILITY IN WATER: Non -soluble SPECIFIC GRAVITY: No Data Page 3 of 6 GAF Materials Corporation MSDS # 2003 VAPOR DENSITY: No Data PERCENT VOLATILE: No Data VAPOR PRESSURE: No Data MOLECULAR WEIGHT: No Data VOC WITH WATER (LBS/GAL): No Data WITHOUT.WATER (LBS/GAL): No Data SECT OI NN1 S�TFAB WTpYN RE'AC I I p THERMAL STABILITY: STABLE X UNSTABLE ❑ CONDITIONS TO AVOID (STABILITY): None INCOMPATIBILITY (MATERIAL TO None AVOID): HAZARDOUS DECOMPOSITION OR BY- Carbon Monoxide, carbon dioxide, methane, propane, PRODUCTS: aldehydes and other organic vapor. HAZARDOUS POLYMERIZATION: Will not occur. SAC I'TiO�XI OLOG CAL�IN RMAT A TOXICOLOGICAL INFORMATION: No information available. SECTION 1F2 >=COLO.GICpL 1NFORMAtTIt =ON ECOLOGICAL INFORMATION: No information available. SECTIO.N�143 :�. S�POSA 'CON_S DE�T�O�S WASTE DISPOSAL METHOD: This product, as supplied, is not regulated as a hazardous waste by the U.S. Environmental Protection Agency (EPA) under Resource Conservation and Recovery Act (RCRA) regulations. Comply with state and local regulations for disposal. RCRA HAZARD CLASS: None Page 4 of 6 GAF Materials Corporation MSDS # 2003 SECT ONy14 T .;NSEORITF TIO l�MAtTiIO U.S. DOT TRANSPORTATION PROPER SHIPPING NAME: This product is not classified as a hazardous material for transport. HAZARD CLASS: N/A ID NUMBER: N/A PACKING GROUP: N/A LABEL STATEMENT: N/A OTHER: N/A SECTIO '�5: REG�U TORY 1NFaORIV�A�Tl:O U.S. FEDERAL REGULATIONS TSCA: This product and its components are listed on the TSCA 8(b) inventory. CERCLA: N/A SARA 311/312 HAZARD CATEGORIES: N/A 313 REPORTABLE INGREDIENTS: N/A CALIFORNIA PROPOSITION 65: N/A Other state regulations may apply. Check individual state requirements. The following components appear on one or more of the following state hazardous substances lists: Chemical Name CAS # CA MA MN NJ PA RI 1-Propene, polymer with Ethene 09010-79-1 No No No No No No SCTION 1.6: O�T�HE-R'INFO�.M Tt OIL ADDITIONAL COMMENTS: N/A DATE OF PREVIOUS MSDS: 06-2003 Page 5 of 6 GAF Materials Corporation MSDS # 2003 CHANGES SINCE PREVIOUS MSDS: Updated to the ANSI 16 section MSDS format. This information relates to the specific material designated and may not be valid for such material used on combination with any other materials or in any process. Such information is to the best of our knowledge and belief accurate and reliable as of the date compiled. However, no representation, warranty or guarantee, expressed or implied, is made as to its accuracy, reliability, or completeness. It is the user's responsibility to satisfy himself as to the suitability and completeness of such information for his particular use. We do not accept liability for any loss or damage that may occur from the use of this information. Nothing herein shall be construed as a recommendation for uses which infringe valid patents or as extending a license of valid patents. Page 6 of 6 GAF MATERIALS CORPORATION MSDS # 2067 MATERIAL SAFETY DATA SHEET MSDS DATE: 12103 SEC �OiV I , IZODUCTt` 4 AID CO1VI ANI E ENTIFI_C="A+T:IO� PRODUCT NAME: TRADE NAME: CHEMICAL NAME/SYNONYM: CHEMICAL FAMILY: MANUFACTURER: ADDRESS: 24 HOUR EMERGENCY PHONE: (CHEMTREC) INFORMATION ONLY: PREPARED BY: APPROVED BY: Health Flammable Reactive Special Hazards OSHA HAZARDOUS: EverGuard0 TPO Classic Cover Strip, TP02 PLUS Cover Strip TPO Cover Tape None Mixture GAF Materials Corporation 1361 Alps Road, Wayne, NJ 07470 800-424-9300 800-766-3411 Bill Kuhn Dan Helman NFPA HAZARD RATING: 1 1 0 Yes ❑ SECTIO 2�COILIP�OSI�TI.QN/INFO—RMAf ON ON,I�IGR-"�EDIE Health Flammable Reactive Special Hazards • /1 HMIS HAZARD RATING: 0 1 0 CHEMICAL NAME COMMON NAME CAS # % (BY WT) EXPOSURE LIMITS Carbon Black * 1333-86-4 5-25 .3.5 ng/m3 (OSHA PEL) Nonhazardous as per 29 None None 75-100 None Established CFR 1910.1200 * Canada WHIMIS controlled product, carbon black; CAS# 1333-86-4. Canada controlled only. Contains no hazardous ingredients, except the Canada requirement for carbon black. This is a cured rubber product and all ingredients are bound in the compound. SECTION3UHAZARDS DENET F( NOWI tJ PRIMARY ROUTE OF EXPOSURE: Eye Contact SIGNS & SYMPTONS OF EXPOSURE Contact with eyes may result in irritation, redness, tearing and blurred vision. ACUTE HEALTH HAZARDS: None known. CHRONIC HEALTH HAZARDS: No Known Adverse Effects. CARCINOGENICITY: - IARC 213, ACGIH TLV A4 for carbon black only. MOT 5MN EIS RS-1A)D 1A'F SORES FIRST AID PROCEDURES: Treat as a foreign object in eye. Flush large amounts of water, frequently flushing under the lids. Get medical attention if irritation persists. NOTES TO PHYSICIANS OR FIRST AID N/a PROVIDERS: SEGTIOIJjS FIRETF�G #tU1�fG PRO -EDP- SES SUITABLE EXTINGUISHING MEDIA: Foam, water, dry chemical, or Carbon Dioxide. HAZARDOUS COMBUSTION PRODUCTS: Oxides of carbon and sulfur, trace amounts of aromatic and aliphatic hydrocarbon, adehyes, fumes and smoke. RECOMMENDED FIRE FIGHTING PROCEDURES: Self Contained breathing apparatus UNUSUAL FIRE & EXPLOSION HAZARDS: None Known. PAGE 1 OF 3 GAF MATERIALS CORPORATION MATERIAL SAFETY DATA SHEET S'E_��lON�6��CCIDENT�CL� R�L"E.AS_M_EASURES MSDS # 2067 MSDS DATE:. 12103 ACCIDENTAL RELEASE MEASURES: Sweep or pick up and dispose in suitable landfill. SCTIQN 7-HADLSTORAGE_. HANDLING AND STORAGE: N/a OTHER PRECAUTIONS: N/a STEPS TO BE TAKEN IN CASE MATERIAL IS Shovel or scoop into a sealable container for disposal. REALEASED OR SPILLED: PRECAUTIONS TO BE TAKEN IN HANDLING Store in a cool, dry area. Avoid prolonged or repeated contact with the skin. Product & STORAGE: readily removed from the skin with waterless hand cleaners followed by washing with soap and water. ECT�ON�.�tEXP�OSURE C_ONTRO_LS/PER_$.QNAL PRQTEG�T�O� ENGINEERING CONTROLS: N/a VENTILATION: No special ventilation requirements. RESPIRATORY PROTECTION: None required. EYE PROTECTION: Safety glasses with side shields may be necessary when handling, cutting or applying this product. SKIN PROTECTION: None required. OTHER PROTECTIVE CLOTHING OR None required. EQUIPMENT: WORK HYGIENIC PRACTICES: Wash exposes skin prior to eating, drinking or smoking and at the end of each work shift. Wash contaminated clothing prior to reuse. EXPOSURE GUIDELINES: N/a SECT�ON�P�; YSICsAL �1Np�GHEMI_CAL�PROP�ERTIES APPEARANCE & ODOR: Tacky black solid with slight odor with White (TPO) plastic cover FLASH POINT: 475 o F LOWER EXPLOSIVE LIMIT: None METHOD USED: COC UPPER EXPLOSIVE LIMIT: None EVAPORATION RATE: Not Applicable BOILING POINT:. None pH (undiluted product): Not Applicable MELTING POINT: Unknown SOLUBILITY IN WATER: None SPECIFIC GRAVITY: 1.3 (Water --I) VAPOR DENSITY: Not Applicable PERCENT VOLATILE: 1.0% Maximum VAPOR PRESSURE: Not Applicable VOLATILE ORGANIC COMPOUNDS (VOC) WITH WATER (LBS/GAL): N/a WITHOUT WATER (LBS/GAL):. N/a MOLECULAR WEIGHT:. N/a SE TI0 10 TQ�B�L i4NE ER i'- 1/ITj THERMAL STABILITY: CONDITIONS TO AVOID (STABILITY): INCOMPATIBILITY (MATERIAL TO STABLE N/A N/a AVOID): HAZARDOUS DECOMPOSITION OR BY- N/a PRODUCTS: HAZARDOUS POLYMERIZATION: Will not occur. EC•TJON l''TO�ICQ_OGIGAL;J(�F RO MATiI TOXICOLOGICAL INFORMATION: N/a PAGE 2OF3 UNSTABLE ❑ GAF -MATERIALS CORPORATION MSDS # 2067 MATERIAL SAFETY DATA SHEET MSDS DATE: 12103 SECTI.O 1!2`�ECOL�OGICA"Lxll_V�ORMATIO_I ECOLOGICAL INFORMATION: N/a SECTI N 13�3DISP`QSAL�CONS D7 `_ERA�T:•I�'O�S WASTE DISPOSAL METHOD: Dispose in accordance with Local, State & Federal Regulations RCRA HAZARD CLASS: N/a hEGTlON 14 TF2`taNSPORT INF012WA—TLO19 U.S. DOT Transportation PROPER SHIPPING NAME: Not Regulated HAZARD CLASS: Not Regulated ID NUMBER: Not Regulated PACKING GROUP, Not Regulated LABEL STATEMENT: Not Regulated SECrTIO_N I5 �REGIILAsTOR NFORMA_TLI.0, U.S. FEDERAL REGULATIONS: N/a TSCA (TOXIC SUBSTANCE CONTROL ACT): N/a CERCLA (COMPREHENSIVE RESPONSE N/a COMPENSATION, AND LIABILITY ACT): SARA TITLE III (SUPERFUND AMENDMENTS AND N/a REAUTHORIZATION ACT): 311/312 HAZARD CATEGORIES: N/a 313 REPORTABLE INGREDIENTS: N/a WHMIS This material has carbon black, included in Canada's ingredieht disclosure list above the specified limits. %C' ON 6 T.�RINFORIIAATION ` ADDITIONAL COMMENTS: This product is not expected to create any hazards when handled and processed in accordance with good manufacturing and industrial hygiene practice; and by following the guidelines in this material Safety data sheet. This MSDS may be used tgo comply with OSHA's Hazardous Communications Standard, 29 CFR 1910.1200. The standard must be consulted for specific requirements. DATE OF PREVIOUS MSDS: None CHANGES SINCE PREVIOUS MSDS: None DISCLAIMER The information contained herein is based on data considered accurate which has been obtained from other companies and organizations. However, no warranty or representation is expressed or implied that the information, is accurate, complete or representative. GAF Materials Corporation assumes no responsibility for injury to the buyer, the buyer's employees; or any third persons, if reasonable safety procedures are not followed. Additionally, GAF Materials Corporation assumes no responsibility for injury to buyer, the buyer's employees, or any third persons caused by abnormal use of this material, even if reasonable safety procedures are followed. PAGE 3OF3 GAF Materials Corporation i Material Safety Data Sheet MSDS #2007 GAFMATMIAW MSDS Date: May 2008 CORPORATION SE�CTIONPROD CST AAND G. PO PO y INFORMAT ON PRODUCT NAME: TRADE NAME: CHEMICAL NAME / SYNONYM: CHEMICAL FAMILY: MANUFACTURER: ADDRESS: 24 HOUR EMERGENCY PHONE: (CHEMTREC) INFORMATION ONLY: PREPARED BY: APPROVED BY: Reactive Special Hazards Everguard® TPO Expansion Joint Cover; Everguard® Expansion Joint N/A N/A N/A GAF Materials Corporation 1361 Alps Road, Wayne, NJ 07470 800-424-9300 800-766-3411 Randy Redwine Phil Curry NFPA. Hazard Rating HMIS Hazard Rating 0 0 0 I a 0 0 Reactive 0 - Personal Protection A OSHA HAZARDOUS: Yes ❑ No X - SEC�TiIO�V 2 C0 PM OS1T�O�II�VF�QR /�'f`� , 1 GREDIENT OCCUPATIONAL EXPOSURE LIMITS CHEMICAL NAME CAS # % (BY WT) OSHA ACGIH OTHER 1-Propane, polymer with ethane 09010-79-1 100 NE NE NE NE = Not Established Page 1. of 6 GAF Materials Corporation MSDS # 2007 SI CTiION 3 �H=ARDS IE r>I_FI �►TIO PRIMARY ROUTE OF EXPOSURE: NIA SIGNS & SYMPTONS OF EXPOSURE EYES: N/A SKIN: N/A INGESTION: N/A INHALATION: N/A ACUTE HEALTH HAZARDS: N/A CHRONIC HEALTH HAZARDS: N/A CARCINOGENICITY: N/A SECNARROW- F.IRS�T AID E--7 RURES FIRST AID PROCEDURES EYES: Treat as a particulate foreign body. SKIN: N/A INHALATION: N/A INGESTION: N/A NOTES TO PHYSICIANS OR N/A FIRST AID PROVIDERS: SUITABLE EXTINGUISHING MEDIA: HAZARDOUS COMBUSTION PRODUCTS: RECOMMENDED FIRE FIGHTING PROCEDURES: UNUSUAL FIRE & EXPLOSION HAZARDS: Carbon Dioxide, Dry chemical N/A Wear self-contained breathing apparatus and protective clothing. N/A Page 2 of 6 GAF Materials Corporation MSDS # 2007 VAPOR DENSITY: N/A PERCENT VOLATILE: N/A VAPOR PRESSURE: N/A MOLECULAR WEIGHT: N/A VOC WITH WATER (LBS/GAL): N/A WITHOUT WATER (LBS/GAL): N/A S�CTION��0�:.,_S1T�AB1_LI�TY ANDeREACT' � V1l�Y THERMAL STABILITY: STABLE X UNSTABLE ❑ CONDITIONS TO AVOID (STABILITY): N/A INCOMPATIBILITY (MATERIAL TO N/A AVOID): HAZARDOUS DECOMPOSITION OR BY- Carbon dioxide, methane, propane, aldehydes and other PRODUCTS: organic vapors. HAZARDOUS POLYMERIZATION: Will not occur. SECTION�1z1: TOXICO�OG�CALiINFORMATI_ON! TOXICOLOGICAL INFORMATION: N/A SECTION 1�2aE-'C_OLLOGIC"AL INFORATIOY: ECOLOGICAL INFORMATION: N/A SE-CTIO�V 73:D�SP AIC S DERA� O WASTE DISPOSAL METHOD: Dispose of in accordance with local, state, and federal regulations. RCRA HAZARD CLASS: N/A SECT�ON4�►NSPORTA°'T„�ION 'INF�O�,RM�AtT10N Page 4 of 6 GAF Materials Corporation MSDS # 2007 SE_OffI 6: A-CIDEIVL Q�L. RE -LEASE MEAS REU S ACCIDENTAL RELEASE MEASURES: Pick up pieces and dispose of properly. SECTION 7:"iANDLIN AND SRO. RAG6� HANDLING AND STORAGE: OTHER PRECAUTIONS: Standard good industrial practice. N/A S TION 8 EXPOSURE'CONTROLSI ERSO AN L P OTTKNOWN ENGINEERING CONTROLS / VENTILATION: RESPIRATORY PROTECTION: EYE PROTECTION: SKIN PROTECTION: OTHER PROTECTIVE EQUIPMENT: WORK HYGIENIC PRACTICES: EXPOSURE GUIDELINES: N/A N/A Safety glasses with side shields. N/A N/A N/A N/A SE_CTIO 9P�S1C LAID CHEgM CAL PROPERf APPEARANCE & ODOR: Black solid with. slight odor. FLASH POINT: N/A LOWER EXPLOSIVE LIMIT: N/A METHOD USED: N/A UPPER EXPLOSIVE LIMIT: N/A EVAPORATION RATE: N/A BOILING POINT: N/A pH (undiluted product): N/A MELTING POINT: N/A SOLUBILITY IN WATER: N/A SPECIFIC GRAVITY: 1.25 —1.45 Page 3 of 6 GAF Materials Corporation MSDS # 2007 U.S. DOT TRANSPORTATION PROPER SHIPPING NAME: N/A HAZARD CLASS: N/A ID NUMBER: N/A PACKING GROUP: N/A LABEL STATEMENT: N/A OTHER: N/A SECT 01_5'�R,._EGULA3L0.�1( INF�ORMA�`,.T I� U.S. FEDERAL REGULATIONS TSCA: N/A CERCLA: N/A SARA 3111312 HAZARD CATEGORIES: N/A 313 REPORTABLE INGREDIENTS: N/A CALIFORNIA PROPOSITION 65: N/A Other state regulations may apply. Check individual state requirements. The following components appear on one or more of the following state hazardous substances lists: Chemical'Name I CAS # CA I MA MN__j NJ I PA RI 1-Propane, polymer with ethane 09010-79-1 No No No No No No :SECT ON1�6OFEW:HE NFOM I . ADDITIONAL COMMENTS: N/A DATE OF PREVIOUS MSDS: March 2003 CHANGES SINCE PREVIOUS MSDS: Updated to the ANSI 16 section MSDS format. Page 5 of 6 GAF Materials Corporation MSDS # 2007 This information relates to the specific material designated and may not be valid for such material used on combination with any other materials"or in any process. Such information is to the best of our knowledge and belief accurate and reliable as of the date compiled. However, no representation, warranty or,guarantee, expressed or implied, is made as to its accuracy, reliability, or completeness. It is the user's responsibility to satisfy himself as to the suitability and completeness of such information for his particular use. We do not accept liability for any loss or damage that may occur from the use of this information. Nothing herein shall be construed as a recommendation for uses which infringe valid patents or as extending a license of valid patents. Page 6 of 6 MATERIAL SAFETY DATA SHEET GAF MATERIALS CORPORATION EVERGUARDO TPO WALKWAY PADS 4 = EXTREME FLq'M*LE 3 - HIGH <$>I HMTH "AaTwe 2 = MODERATE sa = 7 = SUGHi Hnzaaw 0 - INSIGNIFICANT WALKWAY PADS — TPO Manufacturer THE BILTRITE CORPORATION Identity (Trade Name As Used On Label) Address 2 University Office Park MSDS.Number* 2005 Waltham, MA 02254-9045 CAS Number* Phone Number (For Information) 800-766-3411 Date Prepared 1/00 Rev 06/03 Emergency Phone Number 800-424-9300 Prepared By* Biltrite NOTE: Blank spaces are not permitted. If any item is not applicable, or no information is available, the space must be marked to indicate that. SECTION 1 - MATERIAL IDENTIFICATION AND INFORMATION COMPONENTS - Chemical Name & Common Names (Hazardous Components 1% or Greater, Carcinogens 0.1% or greater) %` OSHA PEL ACGIH TLV OTHER LIMITS RECOMMENDE D Marble White CAS 1317-65-3 50-65 15 mg/m3 10 m /m N/A P hth alate/Terephthalate Plasticizers 7-9 N.E. N.E. N/A Pol olifinic Polymers 40 -60 N.E. N.E. N/A Chromium compounds <0.47 0.5 mg/m3 0.5 m /m N/A Lead Compounds <0.47 0.05 m /m 0.05m' /m N/A Color concentrate Carbon Black 1-2 3.5 m /m 3.5 m /m N/A Non -Hazardous Ingredients Total 100 N.E. —'not established SECTION 2 - PHYSICAL/CHEMICAL CHARACTERISTICS Boiling Point N/A Specific Gravity (H20 =1) 1.43 Vapor Pressure (mm Hg and Temperature) N/A Melting Point SOFTENS @ 250 F-30OU F Vapor Density (Air = 1) N/A 1) poratlon Rate (Butyl Acetate = 1 N/A Solubility in water N/A water Reactive N/A. Appearance and Odor Composite plasticstructure with no odor. SECTION 3 — FIRE AND EXPLOSION HAZARD DATA Flash Point and Method Used N/A Auto -Ignition Temperature Flammability Limits in Air %by Volume LEL N/A UEL N/A Extinguisher Media COZ, Dry chemical, Foam Special Fire Fighting Procedures Standard procedures with self-contained air breathing apparatus Unusual Fire and Explosion Hazards None * Optional OSHA 174 Page 112 MSDS GAF SECTION 4 - REACTIVITY HAZARD DATA STABILITY Stable x Unstable Conditions To Avoid None Incompatibility (Materials to Avoid) Strong oxidizers which react with organic materials.. Hazardous Decomposition Products Incomplete combustion may yield Carbon Monoxide and other toxic products HAZARDOUS POLYMERIZATION May Occur _X Will Not Occur Conditions To Avoid N/A SECTION 5 - HEALTH HAZARD DATA PRIMARY ROUTES OF ENTRY: _ Inhalation _ Skin Absorption _Ingestion X Not Haz CARCINOGEN LISTED IN: _ NTP _ IARC Monograph —OSHA X Not Listed HEALTH HAZARDS Acute Chronic Contains a maximum of 0.8% crystalline silica which is listed as a carcinogen. Contains encapsulated lead and chromium compounds, which are listed as carcinogens. Signs and Symptoms of Exposure Medical Conditions Generally Aggravated by Exposure EMERGENCY FIRST AID PROCEDURES - Eye Contact Dust particles that may occur on abrasion may irritate the eyes. Skin Contact Dust particles that may occur on abrasion may irritate the skin. Inhalation Inhalation of dust particles may irritate the respiratory system. Ingestion SECTION 6 - CONTROL AND PROTECTIVE MEASURES Respiratory Protection (Specify Type) Protective Gloves Recommended Eye Protection Safety glasses VENTILATION TO BE USED x_ Local Exhaust x Mechanical (General) _ Special Other (Specify) Other Protective Clothing and Equipment None required Hygienic Work Practices Use the normal precautions taken in handling and cutting flexible rubber or plastic materials: gloves to protect the hands and safety glasses to protect the eyes from flying ieces. SECTION 7-- PRECAUTIONS FOR SAFE HANDLING AND USE/LEAK PROCEDURES Steps to be Taken if Material is Spilled or Released N/A Waste Disposal Methods Landfill in compliance with local regulations Precautions to be Taken in Handling and Storage ' N/A Other Precautions and/or Special Hazards MSDS NO. 2005 I AUM d/Z ' GAF Materials Corporation Material Safety Data Sheet MSDS # 2013 CRAFfiM ILMS MSDS Date: December 2008 CORPORATION SECTLON 1 ODUCsT UAND CO N A YiNFOF�NT O PRODUCT NAME: Everguard® TPO Cut Edge Sealant TRADE NAME: N/A CHEMICAL NAME / N/A SYNONYM: CHEMICAL FAMILY: N/A MANUFACTURER: GAF Materials Corporation ADDRESS: 1361 Alps Road, Wayne, NJ 07470 24-HOUR EMERGENCY 800 — 424 — 9300 PHONE (CHEMTREC): INFORMATION ONLY: 800 — 766 — 3411 PREPARED BY: Corporate EHS APPROVED BY: Corporate EHS NFPA Hazard Rating HMIS Hazard Rating 2 2 e 3 1 am 020 3 Reactive 0 Reactive 0 Special Hazards - Personal Protection X OSHA HAZARDOUS: Yes ❑ No X SECTLON 2:'COMPOFORMAT ON O IN6R" EDIE�T OCCUPATIONAL EXPOSURE LIMITS CHEMICAL NAME CAS # % (BY WT) OSHA ACGIH OTHER Xylene 1330-20-7 10-30 100 ppm 100 ppm REL: 100 ppm Stoddard Solvent 8052-41-3 10-30 500 ppm 100 ppm REL: 350 mg/m3 Page 1 of 7 GAF Materials Corporation MSDS # 2013 OCCUPATIONAL EXPOSURE LIMITS CHEMICAL NAME Ethyl Benzene CAS # % (BY WT) OSHA 100-41-4 5-10 100 ppm ACGIH SE�TI�ON3. �IAZARDS'IDEN�TIF�C�O� PRIMARY ROUTE OF EXPOSURE: Inhalation, Skin Absorption, and Eyes SIGNS & SYMPTOMS OF EXPOSURE 100 ppm EYES: May cause eye irritation. SKIN: May cause irritation due to defatting of the skin. OTHER REL: 100 ppm INGESTION: Can cause gastrointestinal irritation, nausea, vomiting and diarrhea. Aspiration of material into lung may cause chemical pneumonitis which can be fatal. INHALATION: May cause nose or throat irritation. High vapor concentrations may cause central nervous system depression characterized by headaches, dizziness, and nausea. ACUTE HEALTH HAZARDS: See symptoms above CHRONIC HEALTH HAZARDS: Refer to section 11 CARCINOGENICITY: N/A SEC�TION�4�FEIRS�T�AID I IEA�SURES FIRST AID PROCEDURES EYES: Flush with large amounts of water, lifting upper and lower lids occasionally. Continue for at least 15 minutes. Get medical attention immediately. SKIN: Remove contaminated clothing and shoes. Wash affected area immediately with soap and water. Obtain medical attention if irritation persists. INHALATION: Remove to fresh air immediately. If breathing has stopped, give artificial respiration. Get medical attention immediately. INGESTION: Get medical attention immediately. DO NOT induce vomiting unless directed to do so by medical personal. Page 2 of 7 GAF Materials Corporation MSDS # 2013 NOTES TO PHYSICIANS OR Treat symptomatically. FIRST AID PROVIDERS: SECTION�5:IRE_�F�,LGHt.;TING P'R,,_OCEDURES SUITABLE EXTINGUISHING MEDIA: Use NFPA Class B fire extinguishers (Carbon Dioxide, all purpose dry chemical, or alcohol foam) designed to extinguish flammable liquid fires. Polymer foam preferred for large fires. HAZARDOUS COMBUSTION Burning, including when heated by welding or cutting, will PRODUCTS: produce smoke, carbon monoxide and carbon dioxide. RECOMMENDED FIRE FIGHTING Firefighters should wear self-contained breathing apparatus. PROCEDURES: Water may be ineffective, but may be used to cool exposed containers to prevent pressure build-up and possible auto - ignition or explosion when exposed to extreme heat. If what is used, fog nozzles are preferable. UNUSUAL FIRE & EXPLOSION During emergency conditions, overexposure to decomposition HAZARDS: products may cause a_health hazard. Symptoms may not be immediately apparent. Obtain medical attention. SEC�T�O .. R _CCIDENTA�L RELF�A` SE 1111E URES� ACCIDENTAL RELEASE MEASURES: Prevent further leakage or spillage if safe to do so. Do not contaminate water. Avoid subsoil penetration. Confine in small area; use absorbent to clean up. Place in container for disposal with accordance with federal, state and local regulations. SECTI�_ HANDLING AND S�TOMMAG Avoid contact with skin and eyes. Keep container closed. Do not HANDLING AND STORAGE: store above 115°F, (460C). OTHER PRECAUTIONS: Do not cut, grind, weld, or drill on or near this container. ENGINEERING CONTROLS / Work should be done in an adequately ventilated area (i.e., VENTILATION: ventilation sufficient to maintain concentrations below one half of the PEL and other relevant standards). Local exhaust ventilation is Page 3 of 7 GAF Materials Corporation MSDS # 2013 recommended when general ventilation is not sufficient to control airborne contamination. RESPIRATORY PROTECTION: Use NIOSH approved respirator if there is potential to exceed exposure limit(s). Observe OSHA regulations for respiratory use (29 CFR 1910.134). EYE PROTECTION: Safety goggles or safety glasses with side shields. SKIN PROTECTION: Wear appropriate impermeable gloves and protective clothing as necessary to prevent skin contact. OTHER PROTECTIVE EQUIPMENT: Eyewash facility, safety shower. WORK HYGIENIC PRACTICES: Wash exposed skin prior to eating, drinking, or smoking and at the end of each shift. EXPOSURE GUIDELINES: N/A SC.TLON ,PHYSI_C_L"ANDCHI=MIG� L#PROPER�TIES APPEARANCE & ODOR: Off-white liquid with a slight odor FLASH POINT: 79 OF (26 °C) LOWER EXPLOSIVE LIMIT: No Data METHOD USED: No Data UPPER EXPLOSIVE LIMIT: No Data EVAPORATION RATE: Slower than diethyl ether BOILING POINT: 212 OF (100 °C) pH (undiluted product): No Data MELTING POINT: No Data SOLUBILITY IN WATER: No Data SPECIFIC GRAVITY: .7 VAPOR DENSITY: Heavier than air PERCENT VOLATILE: No Data VAPOR PRESSURE: No Data MOLECULAR WEIGHT: No Data VOC WITH WATER (LBS/GAL): 55% by volume WITHOUT WATER (LBS/GAL): No Data SECTlO ` 1LO;S i�B ITYND'RE'A_ CT� THERMAL STABILITY: CONDITIONS TO AVOID (STABILITY) INCOMPATIBILITY (MATERIAL TO AVOID): STABLE X UNSTABLE ' ❑ Avoid excessive heat (>115 OF (46 °C) and sources of ignition. Strong acids or strong bases. Page 4 of 7 GAF Materials Corporation MSDS # 2013 HAZARDOUS DECOMPOSITION OR BY- PRODUCTS: HAZARDOUS POLYMERIZATION: Carbon monoxide and carbon dioxide. Will not occur. SEC�t ON_111i<«�Ti10 C LOiGIC�\L��_ INFOR�T O TOXICOLOGICAL INFORMATION: Hazardous Components NTP Carcinogen IARC Carcinogen OSHA Carcinogen Xylene 1330-20-7 No No No Stoddard Solvent 8052-41-3 No No No Ethyl Benzene 100-41-4 No Group 2B Yes Toluene 108-88-3 No No No Hazardous Components Health Effects/Target organs Xylene 1330-20-7 r Cardiac, Central Nervous System, Irritant, Kidney, Liver Stoddard Solvent 8052-41-3 Central Nervous System, Irritant Ethyl Benzene 100-41-4 Central Nervous System, Irritant Toluene 108-88-3 Behavioral, Cardiac, Central Nervous System, Developmental Ear, Irritant SEA ION 1F2: ECOLOGIC . I.INFORMA�T10 ,' ECOLOGICAL INFORMATION: No information available. SCtiIf�11.'"'D SPOSLCO : SIDEA,A 09 WASTE DISPOSAL METHOD: Legal disposition of wastes is the responsibility of the owner/generator of the waste. Applicable federal, state, and local regulations must be followed during treatment, storage, or disposal of waste containing this product. Page 5 of 7 GAF Materials Corporation MSDS # 2013 RCRA HAZARD CLASS: This product may contain traces of benzene and may be classified as a hazardous waste (waste number(s) DOI8) under the EPA RCRA (40 CFR 261.24), However this product is only classifiable as hazardous waste if it exhibits the characteristics of toxicity as shown by the toxicity characteristic leaching procedure (TCLP). Under RCRA, it is the responsibility of the end user of this product to determine whether it meets this criteria at the time of disposal. SEC�TILO_;_�1;,4:�TRA SP�ORG7tAsTt10N INN OR,�IIIAtTLO�I U.S. DOT TRANSPORTATION PROPER SHIPPING NAME: Adhesives HAZARD CLASS: ID NUMBER: UN1133 PACKING GROUP: III LABEL STATEMENT: Xylene (CAS# 330-20-7) is reportable at 100 lbs. (45.4 kg) Ethyl Benzene (CAS# 100-41-4) is reportable at 1000 Ibs (454 kg). OTHER: N/A SECTI.O�� 15 REGU� aTORY INFORMA�T10� U.S. FEDERAL REGULATIONS TSCA: All components are listed or are exempt from listing of the Toxic Substances Control Act Inventory. CERCLA: None SARA 3111312 HAZARD CATEGORIES: Immediate Health Hazard, Delayed Health Hazard, Fire 313 REPORTABLE INGREDIENTS: Ethyl benzene (CAS# 100-41-3) Xylene (CAS# 1330-20-7) CALIFORNIA PROPOSITION 65: This product contains a chemical known to the state of California to cause cancer and birth defects or other reproductive harm. Cancer: Ethyl Benzene. Other state regulations may apply. Check individual state requirements. The following components appear on one or more of the following state hazardous substances lists: Page 6 of 7 GAF Materials Corporation MSDS ## 2013 Chemical Name CAS # CA MA MN NJ PA RI Xylene 1330-20-7 Yes Yes Yes Yes Yes Yes Stoddard Solvent 8052-41-3 Yes No Yes Yes Yes Yes Ethyl Benzene 100-41-4 Yes Yes Yes Yes Yes Yes SECTtION 1d — THER'I F__.- A O ADDITIONAL COMMENTS: N/A DATE OF PREVIOUS MSDS: N/A CHANGES SINCE PREVIOUS MSDS: Update. This information relates to the specific material designated and may not be valid for such material used on combination with any other materials or in any process. Such information is to the best of our knowledge and belief accurate and reliable as of the date compiled. However, no representation, warranty or guarantee, expressed or implied, is made as to its accuracy, reliability, or completeness. It is the user's responsibility to satisfy himself as to the suitability and completeness of such information for his particular use. We do not accept liability for any loss or damage that may occur from the use of this information. Nothing herein shall be construed as a recommendation for uses which infringe valid patents or as extending a license of valid patents. Page 7 of 7 GAF Materials Corporation Material Safety Data Sheet MSDS # 2015 GAFMATERIALS MSDS Date: December 2008 CORPORATION SECTION 1P.RODUCTA D COMPANE sIN.ORII"A�TIOf�C PRODUCT NAME: GAF 7631 M EverguardO Caulking TRADE NAME: Everguard® Caulking CHEMICAL NAME / N/A SYNONYM: CHEMICAL FAMILY: N/A MANUFACTURER: GAF Materials Corporation ADDRESS: 1361 Alps Road, Wayne, NJ 07470 24-HOUR EMERGENCY 800 — 424 — 9300 PHONE (CHEMTREC): INFORMATION ONLY: 800 — 766 — 3411 PREPARED BY: Corporate EHS APPROVED BY: Corporate EHS NFPA Hazard Rating HMIS Hazard Rating 1 1 -a 3 rilarnia 3 Reactive 0 Reactive, 0 Special Hazards - Personal Protection X OSHA HAZARDOUS: Yes X No ❑ SE ITC ON 2� COMPOO ITLO LINFQ.R ATI.ONyOV INGRED_ N OCCUPATIONAL EXPOSURE LIMITS CHEMICAL NAME CAS # % (BY WT) OSHA ACGIH OTHER Petroleum Hydro- 8032-32-4 N/A NE 300ppm REL: 350. Carbon Mixture mg/m3 Titanium Dioxide 13463-67-7 N/A 15 mg/m3 — total 10 mg/m3 — total REL: lowest feasible concentration Page 1 of 7 GAF Materials Corporation MSDS # 2015 OCCUPATIONAL EXPOSURE LIMITS CHEMICAL NAME CAS # % (BY WT) OSHA ACGIH OTHER Talc 14807-96-6 N/A 20 mppcf 2 mg/m3 REL: (containing <1 % 2 mg/m3 — Quartz) resp. Crystalline Silica 14808-60-7 N/A 10 mg/m3 / (% 0.025 mg/m3 REL: Si02 + 2) — resp. 0.05 mg/m3 — resp. NE = Not Established :SEC E ON 3�Z'�=AFRDS I ITD F,�C�.. ITA O PRIMARY ROUTE OF EXPOSURE: Skin, eyes and inhalation. SIGNS & SYMPTOMS OF EXPOSURE EYES: May cause eye irritation. SKIN: May cause defatting and irritation of the skin. INGESTION: Can cause gastrointestinal irritation, nausea, and vomiting. Aspiration of material into lung may cause chemical pneumonitis which can be fatal. INHALATION: May cause nose or throat irritation. High concentrations may cause acute central nervous system depression characterized by headaches, dizziness, nausea and confusion. ACUTE HEALTH HAZARDS: See above. CHRONIC HEALTH HAZARDS: Repeated and prolonged occupational overexposure to crystalline silica may cause silicosis, a progressively disabling lung disease. Preexisting respiratory conditions may be aggravated by exposure to crystalline silica. CARCINOGENICITY: Titanium dioxide IS NOT listed as a potential carcinogen by the National Toxicology Program, the International Agency for Research on Cancer, OSHA, orA.C.G.I.H. The International Agency for Research on Cancer considers crystalline silica to have limited evidence of carcinogenicity in humans and sufficient evidence in experimental animals (IARC Group 2A). S(TION FIRST►1D MEASR S Page 2 of 1 GAF Materials Corporation MSDS # 2015 FIRST AID PROCEDURES EYES: Flush with large amounts of water, lifting upper and lower lids occasionally. Continue for at least 15 minutes. Get medical attention immediately. SKIN: Remove contaminated clothing. Wash affected area with soap and water. Obtain medical attention if irritation persists. INHALATION: Remove to fresh air immediately. If breathing has stopped, give artificial respiration. Keep warm and quiet. Get medical attention immediately. INGESTION: If swallowed do not induce vomiting. (Never give anything by mouth to an unconscious person). Call Poison Control Center, Hospital Emergency Room, or Physician immediately. NOTES TO PHYSICIANS OR Any treatment that might be required for overexposure should be FIRST AID PROVIDERS: directed at the control of symptoms and the clinical conditions. SE ION 5: 'FIR FMG TI P _ CO E-1 RES SUITABLE EXTINGUISHING MEDIA: FLAMMABLE LIQUID - CLASS IC Use NFPA Class B Fire extinguishers (carbon dioxide, all purpose dry chemical or alcohol foam) designed to extinguish flammable liquid fires. Polymer foam is preferred for large fires. HAZARDOUS COMBUSTION During emergency conditions, overexposure to PRODUCTS: decomposition products may cause a health hazard. Symptoms may not be immediately apparent: Obtain medical attention. WARNING! FLAMMABLE. RECOMMENDED FIRE FIGHTING SCBA and bunker gear. PROCEDURES: UNUSUAL FIRE & EXPLOSION Water may be ineffective, but may be used to cool exposed HAZARDS: containers to prevent pressure build-up and possible auto - ignition or explosion when exposed to extreme heat. If water is used, fog nozzles are preferable. SECTION 6: C SE Ai R_ELE �s s ACCIDENTAL RELEASE MEASURES: Refer to Section 8 -and don respirators, eye, hand, and body protection appropriate for the size of the spill and the exposures encountered. Keep spectators away. Eliminate all ignition sources (flames, hot surfaces, and sources of electrical, static or frictional sparks). Dike and contain spill with inert material (e.g. sand, Page 3 of 7 GAF Materials Corporation MSDS # 2015 earth). Transfer liquids to covered metal containers for recovery or disposal, or remove with inert absorbent. Use only non -sparking tools. Place absorbent diking materials in covered metal containers for disposal. Prevent contamination of sewers, streams, and groundwater with spilled material or used absorbent. RCRA D001. S�CTIO - �Hq D'LI G AND S�T;�ORAGE Do not store above 115 OF (46 °C) store large quantities in HANDLING AND STORAGE: compliance with OSHA 29CFR1910.106. OTHER PRECAUTIONS: Do not take internally. Close container after each use. Avoid skin contact. Do not breathe sanding dust. Empty containers must not be washed and re -used for any purpose. Containers should be grounded and bonded to the receiving container. Do not weld, braze or cut on empty container. Never use pressure to empty. Drum is not a pressure vessel. SECTLON E POSU�E CO T OLS SRE ONA EMOTECTLON ENGINEERING CONTROLS / Use appropriate general and or local ventilation. VENTILATION: RESPIRATORY PROTECTION: Proper selection of respiratory protection depends upon many factors including duration/level of exposure and conditions of use. In general exposure to organic chemicals such as those contained in this product may not require the use of respiratory protection if used in well ventilated areas. In restricted ventilation areas a NIOSH approved chemical cartridge respirator may be required. Under certain conditions, such as spraying, a mechanical prefilter may also be required. In confined areas use a NIOSH/ MSHA approved air supplied respirator. If the TLV's listed in Section II are exceeded use a properly fitted NIOSH/MSHA approved respirator with'an appropriate protection factor. Refer to OSHA 29 CFR 1910.134 "Respiratory Protection", and "Resspiratory Protection A Manual And Guideline, American Industrial Hygiene Assoc." EYE PROTECTION: Wear safety glasses meeting the specifications of ANSI Z87.1 where no contact with the eye is anticipated. Chemical safety goggles meeting the specifications of ANSI Z87.1 should be worn whenever there is a possibility of splashing or other contact with the eyes. SKIN PROTECTION: Solvent impermeable gloves are required for immediate or prolonged contact. Refer to glove manufacturer's recommendations and specifications. Page 4 of 7 GAF Materials Corporation MSDS # 2015 OTHER PROTECTIVE EQUIPMENT: Eyewash and safety shower WORK HYGIENIC PRACTICES: Wash after using. EXPOSURE GUIDELINES: Use only in a well ventilated area away from ignition sources. SECTIO 19_I' YS CAL AND CHE 1_@AL PROPER?TiIE_S APPEARANCE & ODOR: White semi liquid with a solvent odor. FLASH POINT: <140 °F LOWER EXPLOSIVE LIMIT: No Data METHOD USED: No Data UPPER EXPLOSIVE LIMIT: No Data EVAPORATION RATE: 2.84 Ibs/gal BOILING POINT: 240 - 285 °F pH (undiluted product): No Data MELTING POINT: No Data SOLUBILITY IN WATER: No Data SPECIFIC GRAVITY: 1.1 VAPOR DENSITY: No Data PERCENT VOLATILE: 46% VAPOR PRESSURE: No Data MOLECULAR WEIGHT: No Data VOC WITH WATER (LBS/GAL): 5.28 Ibs/gal WITHOUT WATER (LBS/GAL): No Data SEC1TION 1TAB1�I AND RE:AGTIlVlt�l THERMAL STABILITY: CONDITIONS TO AVOID (STABILITY): INCOMPATIBILITY (MATERIAL TO AVOID): STABLE X UNSTABLE ❑ Avoid excessive heat (>115 OF (46 °C) and sources of ignition. Strong acids or alkaline materials. HAZARDOUS DECOMPOSITION OR BY- Burning, including when heated by welding or cutting, will .PRODUCTS: produce smoke, carbon monoxide and carbon dioxide. HAZARDOUS POLYMERIZATION: Will not occur. S_-EiN N 1`1: TQX�COLOCiCAL IN_F0�2�VIA7t_OI Page 5 of 7 GAF Materials Corporation MSDS # 2015 TOXICOLOGICAL INFORMATION: No information available. SEC TION 1�2. `EC_nl_-OG CAiNFORMANT .0 y ECOLOGICAL INFORMATION: No information available. SECS r1_ON 13iDISPOSAL CONSIDERAeTLONS WASTE DISPOSAL METHOD: This product, as supplied, is regulated as a hazardous waste by the U.S. Environmental Protection Agency (EPA) under Resource Conservation and Recovery Act (RCRA) regulations. If discarded in its purchased form, this product is a RCRA hazardous waste. It is the responsibility of the product user to determine at the time of disposal, whether a material containing the product or residue of the product remains classified a hazardous waste as per 40 CFR 261, Subpart C. State or local regulations may also apply if they differ from the federal regulation. RCRA HAZARD CLASS: D001, Ignitable Hazardous Waste SEETION 14: TRA POW TIC 1 '.�ORM_Ti110 U.S. DOT TRANSPORTATION PROPER SHIPPING NAME: This product is not classified as a hazardous material for transport. HAZARD CLASS: N/A ID NUMBER: N/A PACKING GROUP: N/A LABEL STATEMENT: N/A OTHER: N/A SECT D.N 1 REGU PTO NF0:79ATi01M U.S. FEDERAL REGULATIONS Page 6 of 7 GAF Materials Corporation MSDS # 2015 TSCA: All ingredients in this product are. listed on the US TSCA Inventory. CERCLA: . N/A SARA 311/312 HAZARD CATEGORIES: Health and Flammable 313 REPORTABLE INGREDIENTS: Titanium Dioxide 13463-67-7 1-8% CALIFORNIA PROPOSITION 65: WARNING: This product contains CRYSTALLINE SILICA; a chemical known to the State of California to cause cancer and birth defects, or other reproductive harm. Other state regulations may apply. Check individual state requirements. The following components appear on one or more of the following state hazardous substances lists: Chemical Name CAS # CA MA MN NJ PA RI Silica, Crystalline 14808-60-7 Yes Yes Yes Yes Yes Yes Talc 14807-96-6 Yes No Yes Yes Yes Yes Titanium Dioxide 13463-67-7 No No Yes Yes Yes Yes Petroleum Hydro -carbon Mixture 8032-32-4 No No N/A Yes No No S-CATION 16: OTHER INF`OR ATf ADDITIONAL COMMENTS: N/A DATE OF PREVIOUS MSDS: June 2003 CHANGES SINCE PREVIOUS MSDS: Updated to ANSI 16 section MSDS format. This information relates to the specific material designated and may not be valid for such material used on combination with any other materials or in any process. Such information is to the best of our knowledge and belief accurate and reliable as of the date compiled. However, no representation, warranty or guarantee, expressed or implied, is made as to its accuracy, reliability, or completeness. It is the user's responsibility to satisfy himself as to the suitability and completeness of such information for his particular use. We do not accept liability for any loss or damage that may occur from the use of this information. Nothing herein shall be construed as a recommendation for uses which infringe valid patents or as extending a license of valid patents. Page 7 of 7 ® GAF Materials Corporation Material Safety Data Sheet MSDS # 2014A OAF MATERIALS MSDS Date: April 2008 CORPORATION SECTIO _1 �PR_O'DUCT A D CON�P��AIYINFO� .R TiIO PRODUCT NAME: EverGuard® Gray Pourable Sealer Part A TRADE NAME: N/A CHEMICAL NAME / N/A SYNONYM: CHEMICAL FAMILY: N/A MANUFACTURER: GAF Materials Corporation . ADDRESS: 1361 Alps Road, Wayne, NJ 07470 24-HOUR EMERGENCY PHONE (CHEMTREC): 800 — 424 — 9300 INFORMATION ONLY: 800 — 766 — 3411 PREPARED BY: Sean Connolly APPROVED BY: Phil Curry NFPA Hazard Rating HMIS Hazard Rating 2 ME 11 2 F 1 a 1 Reactive 1 Reactive 1 Special Hazards - Personal Protection X OSHA HAZARDOUS: Yes X No ❑ SECT�ON)ZCO` P�OSITLOI/INFORMATION ON RED ENT OCCUPATIONAL EXPOSURE LIMITS CHEMICAL NAME CAS # % OSHA ACGIH OTHER Calcium Carbonate 1317-65-3 30 — 40 5 mg/m3 — resp. 3 mg/m3 — resp. NE 15 mg/m3 — total 10 mg/m3 — total Ester NJTS# 10 —15 NE NE NE 800986- 5042P Page 1 of 8 GAF Materials Corporation MSDS # 2014A CHEMICAL NAME Magnesium Carbonate Silica Colloidal Amophorous Sand / Quartz Cristobalite NE = Not Established OCCUPATIONAL EXPOSURE LIMITS CAS # % OSHA ACGIH OTHER 546-93-0 5-10 5 mg/m3 — resp. 3 mg/m3 — resp. NE 15 mg/m3 — total 10 mg/m3 — total 112945-52-5 1 —1.5 See 1910.1000 3 mg/m3 — resp. REL: 6 mg/m3 Table Z-3 10 mg/m3 — total 14808-60-7 0.1 — See 1910.1000 0.025 mg/m3 REL: 0.05 mg/m3 — 0.5 Table Z-3 resp. 14464-46-1 0.1 — See 1910.1000 0.05 mg/m3 REL: 0.05 mg/m3 — 0.5 Table Z-3 resp. SCTI_ON 3: HAZ%ARDS IDF.NTIF CAr` TO PRIMARY ROUTE OF EXPOSURE: Inhalation, Skin contact SIGNS & SYMPTONS OF EXPOSURE EYES: Can cause eye irritation. Symptoms include stinging, tearing, redness and swelling of eyes. SKIN: Can cause skin irritation. Symptoms may include redness and burning of skin, and other skin damage. Additional symptoms of skin contact may include: allergic skin reaction (delayed skin rash which may be followed by blistering, scaling and other skin effects). This material is unlikely to pass into the body through the skin. INGESTION: Swallowing small amounts of this material during normal handling is not likely to cause harmful effects. Swallowing large amounts may be harmful. Swallowing this material is not likely to be harmful. INHALATION: Breathing of vapor or mist is possible. Breathing small amounts of this material during normal handling is not likely to cause harmful effects. Breathing large amounts may be harmful. Symptoms are not expected at air concentrations below the recommended exposure limits. ACUTE HEALTH HAZARDS: Signs and symptoms of exposure to this material through breathing, swallowing, and/or passage of the material through the skin may include: stomach or intestinal upset (nausea, vomiting, and diarrhea), irritation (nose, throat, airways). CHRONIC HEALTH HAZARDS: Preexisting disorders of the following organs (or organ systems) may be aggravated by exposure to this material: skin, lung (for example, asthma -like conditions), kidney. CARCINOGENICITY: The International Agency for Research on Cancer (IARC) and the Page 2 of 8 MSDS # 2014A GAF Materials Corporation SEC TION : F RS�T€rAID M�A.SRURES FIRST AID PROCEDURES National Toxicology Program (NTP) have determined that there is sufficient evidence in humans for the carcinogenicity of inhaled crystalline silica in the form of quartz or cristobalite. In addition, IARC has determined that there is sufficient evidence for the carcinogenicity of quartz and cristobalite in experimental animals. Among individuals with silicosis, lung cancer occurs more frequently in those who smoke. EYES: If symptoms develop, immediately move individual away from exposure and into fresh air. Flush eyes gently with water for at least 15 minutes while holding eyelids apart; seek immediate medical attention. SKIN: Remove contaminated clothing. Flush exposed area with large amounts of water. If skin is damaged, seek immediate medical attention. If skin is not damaged and symptoms persist, seek medical attention. Launder clothing before reuse. INHALATION: If symptoms develop, move individual away from exposure and into fresh air. If symptoms persist, seek medical attention. If breathing is difficult, administer oxygen. Keep person warm and quiet; seek immediate medical attention. INGESTION: Seek medical attention. If individual is drowsy or unconscious, do not give anything by mouth; place individual on the left side with the'head down. Contact a physician, medical facility, or poison control center for advice about whether to induce vomiting. If possible, do not leave individual unattended. First aid is not normally required. If symptoms develop, seek medical attention. NOTES TO PHYSICIANS OR No information available FIRST AID PROVIDERS: S C ON 5..FIREtI.IGHi:TI : G P— r CE ORES_ SUITABLE EXTINGUISHING MEDIA: Water mist, Carbon dioxide (CO2), Dry chemical HAZARDOUS COMBUSTION Carbon dioxide and carbon monoxide, sulfur oxides, various PRODUCTS: hydrocarbons. RECOMMENDED FIRE FIGHTING Wear full firefighting turn -out gear (full Bunker gear), and PROCEDURES: respiratory protection (SCBA). Use water spray to cool fire exposed containers and structures until fire is out if it can be done with minimal risk. Avoid spreading burning liquid with water used for cooling purposes. UNUSUAL FIRE & EXPLOSION No special fire hazards are known to be associated with this Page 3 of 8 GAF Materials Corporation MSDS # 2014A HAZARDS: product. S-CTIONi6�AC IC DEN1TALiREL�AS�C� M-�ASURE� ACCIDENTAL RELEASE MEASURES: Stop spill at source, dike area of spill to prevent spreading, pump liquid to salvage tank. Remaining liquid may be taken up on sand, clay, earth, floor absorbent, or other absorbent material and shoveled into containers. Absorb liquid on vermiculite, floor absorbent or other absorbent material. Prevent run-off to sewers, streams or other bodies of water. If run-off occurs, notify proper authorities as required, that a spill has occurred. S-@tTION 7n,�HANDLIN:G AND 5; FORAGE HANDLING AND STORAGE: Containers of -this material may be hazardous when emptied. Empty containers retain product residues and may be hazardous. Use good personal hygiene practices. Wash hands before eating, drinking, smoking, or using toilet facilities. Promptly remove soiled clothing and wash before reuse. 1 Shower after work using plenty of soap and water. Store in closed containers in a dry, well -ventilated area. Do not store near extreme heat, open flame, or sources of ignition. OTHER PRECAUTIONS: None. SE-C-_TIO 8: E-�XPOSUR CON !,ROLS�PERSLO�IA� �RO.�TE-C�:T O ENGINEERING CONTROLS / Provide sufficient mechanical (general and/or local exhaust) VENTILATION: ventilation to maintain exposure below level of overexposure (from known, suspected or apparent adverse effects). RESPIRATORY PROTECTION: If workplace exposure limit(s) of product or any component is exceeded, a NIOSH-approved respirator is advised in absence of proper environmental control. Engineering or administrative controls should be implemented to reduce exposure. EYE PROTECTION: Chemical splash goggles are recommended. SKIN PROTECTION: To prevent repeated or prolonged skin contact, wear impervious clothing and boots. Wear resistant gloves such as natural rubber. OTHER PROTECTIVE EQUIPMENT: N/A WORK HYGIENIC PRACTICES: Wash hands before eating, drinking, smoking, or using toilet facilities. EXPOSURE GUIDELINES: Personal protective equipment should be selected for individual applications and should consider factors which affect exposure Page 4 of 8 GAF Materials Corporation MSDS # 2014A potential, such as handling practices, chemical concentrations and ventilation. It is ultimately the responsibility of the employer to follow regulatory guidelines established by local authorities. SECTION�9 :PHYrSICAL'AND�CHEMI AL�PROPE-RTiI S_ APPEARANCE & ODOR: Gray liquid; no data on odor FLASH POINT: No data LOWER EXPLOSIVE LIMIT: No data METHOD USED: No data UPPER EXPLOSIVE LIMIT: No data EVAPORATION RATE: 1 BOILING POINT: 448.9 °F a@ 6.66 hPa pH (undiluted product): No data MELTING POINT: No data SOLUBILITY IN WATER: VAPOR DENSITY: No data No data SPECIFIC GRAVITY: PERCENT VOLATILE: No data No data VAPOR PRESSURE: 1.33 hPa @ 77 °F MOLECULAR WEIGHT: No data VOC WITH WATER (LBS/GAL): No data WITHOUT WATER (LBS/GAL): No data SECTION10S ATAT BILIIYA . _D RE CA TI 1TY THERMAL STABILITY: CONDITIONS TO AVOID (STABILITY): INCOMPATIBILITY (MATERIAL TO AVOID): HAZARDOUS DECOMPOSITION OR BY- PRODUCTS: HAZARDOUS POLYMERIZATION: STABLE X UNSTABLE ❑ None known. Amines, strong alkalis, strong mineral acids, strong oxidizing agents. Carbon dioxide and carbon monoxide, Sulfur oxides, various hydrocarbons. Will not undergo hazardous polymerization. S G►� ON 1'ITOXICOLO IG CAL 1NFO,R ROW, Page 5 of 8 GAF Materials Corporation MSDS # 2014A TOXICOLOGICAL Acute oral toxicity INFORMATION: ESTER LD 50 Rat: 5,313 mg/kg . SILICA COLLOIDAL AMORPHOUS LD 50 Rat: 3,160 mg/kg Acute inhalation toxicity SILICA COLLOIDAL AMORPHOUS LC 50 Rat: 154 mg/m3, 4 h Acute dermal toxicity ESTER LD 50 Rat: > 2,000 mg/kg S. EC�TI_ON 2 ECOLOGICAL I�:VFORM'�4�IOT Pt ECOLOGICAL INFORMATION: No information available. SEC ITSEC IT ON'DISPOSAL CANSIDERAT�IONS WASTE DISPOSAL METHOD: This product, as supplied, is not regulated as a hazardous waste by the U.S. Environmental Protection Agency (EPA) under Resource Conservation and Recovery Act (RCRA) regulations. Comply with state and local regulations for disposal. RCRA HAZARD CLASS: None. SECTION JWV T ►NSPO A�TIO.N INF0--PR IOh� U.S. DOT TRANSPORTATION PROPER SHIPPING NAME: This product is not classified as a hazardous material for transport. HAZARD CLASS: N/A ID NUMBER: N/A PACKING GROUP: N/A LABEL STATEMENT: N/A OTHER: N/A Page 6 of 8 GAF Materials Corporation MSDS # 2014A SECTION 15: IZEGU TOR lNFORMATIO U.S. FEDERAL REGULATIONS TSCA: This product and its components are listed on the TSCA 8(b) inventory. CERCLA: None. SARA 311 / 312 HAZARD CATEGORIES: Acute Health Hazard; Chronic Health Hazard 313 REPORTABLE INGREDIENTS: None. CALIFORNIA PROPOSITION 65: This product contains a chemical known to the state of California to cause cancer and birth defects, or other reproductive harm. (Quartz / Sand; Cristobalite). Other state regulations may apply. Check individual state requirements. The following components appear on one or more of the following state hazardous substances lists: Chemical Name CAS # CA MA MN NJ PA RI Calcium Carbonate 1317-65-3 No Yes Yes Yes No Yes Magnesium Carbonate 546-93-0 No Yes Yes No No No Silica Colloidal Amophorous 112945-52-5 No Yes Yes Yes Yes No Sand / Quartz 14808-60-7 Yes Yes Yes Yes Yes Yes Cristobalite 14464-46-1 No Yes Yes Yes Yes No. SE TCTC 101166 OTHF,t INFORM ITA Off ADDITIONAL COMMENTS: None. DATE OF PREVIOUS MSDS: June 2003 CHANGES SINCE PREVIOUS MSDS: Changed to the ANSI 16 section MSDS format. This information relates to the specific material designated and may not be valid for such material used on combination with any other materials or in any process. Such information is to the best of our knowledge and belief accurate and reliable as of the date compiled. However, no representation, warranty or guarantee, expressed or implied, is made as to its accuracy, reliability, or completeness. It is the user's responsibility to satisfy himself as to the suitability and completeness of such information for his particular use. We do not accept liability for any loss or damage that may occur from the use of Page 7 of 8 GAF Materials Corporation MSDS # 2014A this information. Nothing herein shall be construed as a recommendation for uses which infringe valid patents or as extending a license of valid patents. Page 8 of 8 "0 GAF MATERIALS CORPORATION GAF Materials Corporation Material Safety Data Sheet MSDS # 2014B MSDS Date: April 2008 SECT ON1��P,RODUCT AND COMPAN INFORMATlIO PRODUCT NAME: EverGuard® Gray Pourable Sealer Part B TRADE NAME: N/A CHEMICAL NAME / N/A SYNONYM: CHEMICAL FAMILY: N/A MANUFACTURER: GAF Materials Corporation ADDRESS: 1361 Alps Road, Wayne, NJ 07470 24-HOUR EMERGENCY PHONE (CHEMTREC): 800 — 424 — 9300 INFORMATION ONLY: 800 — 766 — 3411 PREPARED BY: Sean Connolly APPROVED BY: Phil Curry NFPA Hazard Rating HMIS Hazard Rating KELI 3 Healtb 3 F 1 1 Reactive 0 Reactive' 0 Special Hazards - Personal Protection X OSHA HAZARDOUS: Yes X No ❑ SE@TIO 2 COMP�OSITI.119/1 C TIOLL ON NGREDIENTiS OCCUPATIONAL EXPOSURE LIMITS CHEMICAL NAME CAS # % OSHA ACGIH OTHER Nonylphenol 25154-52-3 20 — 30 NE NE NE Aminoethyl-N 140-31-8 20 — 30 NE NE NE Piperazine Ester NJTS# 10 —15 NE NE NE 800986-5042P Page 1 of 8 GAF Materials Corporation MSDS # 2014B OCCUPATIONAL EXPOSURE LIMITS CHEMICAL NAME CAS # % OSHA ACGIH OTHER Pigment NJTS# 5-10 5 mg/m3 — resp. 3 mg/m3 — resp. NE 800986-5097P 15 mg/m3 — total 10 mg/m3 — total Tetraethylene 112-57-2 1.5 — 5 NE NE NE Pentamine - Glycerine 56-81-5 1.5 — 5 5 mg/m3 — resp. 10 mg/m3 — mist NE 15 mg/m3 — total NE = Not Established SECTI.�O 3 HAZARDS IDESITIF`ICA�TIOI� PRIMARY ROUTE OF EXPOSURE: Inhalation, Skin contact SIGNS & SYMPTONS OF EXPOSURE Eyes: Exposure.to liquid can cause irreversible eye damage. Exposure to vapor can cause severe eye irritation. Symptoms may include stinging, tearing, redness, swelling, and halo vision characterized by blurring vision around bright objects. Can injure the cornea and cause blindness. Skin: Can cause permanent skin damage. Symptoms may include redness, burning, and swelling of skin, burns and other skin damage. Additional symptoms of skin contact may include: allergic skin reaction (delayed skin rash which may be followed by blistering, scaling and other skin effects). Persons exposed to this material may experience an allergic reaction when exposed to other amines. Passage of this material into the body through the skin is possible, and skin contact may be harmful. Ingestion: Swallowing this material may be harmful. Inhalation: Breathing of vapor or mist is possible. Breathing this material may be harmful. Symptoms are not expected at air concentrations below the recommended exposure limits. ACUTE HEALTH HAZARDS: Signs and symptoms of exposure to this material through breathing, swallowing, and/or passage -of the material through the skin may include: irritation (nose, throat, and airways), central nervous system depression (dizziness, drowsiness, weakness, fatigue, nausea, headache, and unconsciousness), visual disturbances, kidney damage and liver damage. Exposure to this product (or a component) may cause an allergic reaction (narrowing of the air passages of the lungs resulting in difficult breathing, tightness in the chest, coughing and wheezing) in some sensitive individuals. Other symptoms of an allergic reaction may include itchy and watery eyes, runny and stuffy nose, sweating, flushing, hives, rapid heart rate and lowered blood pressure. Page 2 of 8 GAF Materials Corporation MSDS # 2014B CHRONIC HEALTH HAZARDS: Preexisting disorders of the following organs (or organ systems) may be aggravated by exposure to this material: lung (for example, asthma -like conditions). CARCINOGENICITY: Animals inhaling massive quantities of titanium dioxide dust in a long-term study developed lung tumors. It did not cause cancer in laboratory animals in long-term feeding or injection studies. Studies with humans involved in the manufacture of this pigment indicate no increased risk of cancer from exposure. Titanium dioxide is classified as a carcinogen by the International Agency for ,Research on Cancer (IARC). s,_-^C,TIOIRST AID 1�ASE_RU�R FIRST AID PROCEDURES EYES: If symptoms develop, immediately move individual away from exposure and into fresh air. Flush eyes gently with water for at least 15 minutes while holding eyelids apart; seek immediate medical attention. SKIN: Remove contaminated clothing. Wash exposed area with soap and water. If symptoms persist, seek medical attention. Launder clothing before reuse. INHALATION: If symptoms develop, immediately move individual away from exposure and into fresh air. Seek immediate medical attention; keep person warm and quiet. If person is not breathing, begin artificial respiration. If breathing is difficult, administer oxygen. INGESTION: First aid is not normally required. If symptoms develop, seek medical attention. NOTES TO -PHYSICIANS OR No information available FIRST AID PROVIDERS: SECITION S:.FIRE FAA ECO D RES SUITABLE EXTINGUISHING MEDIA: Water mist, Carbon dioxide (CO2), Dry chemical HAZARDOUS COMBUSTION Carbon dioxide and carbon monoxide, nitrogen oxides, PRODUCTS: various hydrocarbons. RECOMMENDED FIRE FIGHTING Wear full firefighting turn -out gear (full Bunker gear), and PROCEDURES: respiratory protection (SCBA). Use water spray to cool fire exposed containers and structures until fire is out if it can be done with minimal risk. Avoid spreading burning liquid with water used for cooling purposes. UNUSUAL FIRE & EXPLOSION Material is volatile and readily gives off vapors which may HAZARDS: travel along the ground or be moved by ventilation and ignited Page 3 of 8 GAF Materials Corporation MSDS # 2014B by pilot lights, flames, sparks, heaters, smoking, electric motors, static discharge or other ignition sources at locations near the material handling point. Never use welding or cutting torch on or near drum (even empty) because product (even just residue) can ignite explosively. SECTION 6:'ACCIIIENTALeRELE ACCIDENTAL RELEASE MEASURES: Absorb liquid on vermiculite, floor absorbent or other absorbent material. Prevent run-off to sewers, streams or other bodies of water. If run-off occurs, notify proper authorities as required, that a spill has occurred. S�rC'i,IONt7 H NDLII Gi°AND StTO .RAGS HANDLING AND STORAGE: Emergency eyewash fountains and safety showers should be available in the immediate vicinity of potential exposure. Use good personal hygiene practices. Wash hands before eating, drinking, smoking, or using toilet facilities. Promptly remove soiled clothing and wash before reuse. Shower after work using plenty of soap and water. Static ignition hazard can result from .handling and use. Electrically bond and ground all containers, personnel and equipment before transfer or use of material. Special precautions may be necessary to dissipate static electricity for non-conductive containers. Use proper bonding and grounding during product transfer as described in National Fire Protection Association document NFPA 77. Do not store near extreme heat, open flame, or sources of ignition. OTHER PRECAUTIONS: None. S Cy ION 8='�EXPOS> E CO TROTS P€g$ONA P.-EI) EG�.�T OIL ENGINEERING CONTROLS / Provide sufficient mechanical (general and/or local exhaust) VENTILATION: ventilation to maintain exposure below exposure limits. RESPIRATORY PROTECTION: If workplace exposure limit(s) of product or any component is exceeded, a NIOSH-approved respirator is advised in absence of proper environmental control. Engineering or administrative controls should be implemented to reduce exposure. EYE PROTECTION: Chemical splash goggles and face shield are advised. SKIN PROTECTION: Wear impervious gloves. To prevent skin contact, wear impervious full -body protective clothing. OTHER PROTECTIVE EQUIPMENT: N/A Page 4 of 8 GAF Materials Corporation MSDS # 2014B WORK HYGIENIC PRACTICES: Wash hands before eating, drinking, smoking, or using toilet facilities. EXPOSURE GUIDELINES: These recommendations provide general guidance for handling this product. Personal protective equipment should be selected for individual applications and should consider factors which affect exposure potential, such as handling practices, chemical concentrations and ventilation. It is ultimately the responsibility of the employer to follow regulatory guidelines established by local authorities. SST ON 9: HYS C_MAND C_H-MI_CAL PROPERT - APPEARANCE & ODOR: Gray liquid; no data on odor FLASH POINT: > 200.1 OF LOWER EXPLOSIVE LIMIT: 1.1 % METHOD USED: Seta closed cup UPPER EXPLOSIVE LIMIT: No data EVAPORATION RATE: 1 BOILING POINT: 448.9 °F@ 6.66 hPa pH (undiluted product): No data MELTING POINT: No data SOLUBILITY IN WATER: No data SPECIFIC GRAVITY: No data VAPOR DENSITY: No data PERCENT VOLATILE: No data VAPOR PRESSURE: 1.33 hPa @ 77 OF MOLECULAR WEIGHT: No data VOC WITH WATER (LBS/GAL): No data WITHOUT WATER (LBS/GAL): No data 'SR _6TiI.O. 10 5 rAB LI11Y, A NO REAM V 1 THERMAL STABILITY: STABLE X UNSTABLE ❑ CONDITIONS TO AVOID (STABILITY): None known. INCOMPATIBILITY (MATERIAL TO Acids, chlorinated hydrocarbons, strong oxidizing agents, AVOID): strong reducing agents. HAZARDOUS DECOMPOSITION OR BY- Carbon dioxide, carbon monoxide, nitrogen oxides (NOx), PRODUCTS: various hydrocarbons. HAZARDOUS POLYMERIZATION: Will not undergo hazardous polymerization. Page 5of8 GAF Materials Corporation MSDS # 20.14B SECI_O)N 1►1TOLCOL.OGICAL INFOR AT�ION' TOXICOLOGICAL Acute oral toxicity INFORMATION: NONYLPHENOL LD 50 Rat: 580 mg/kg AMINOETHYL-N PIPERAZINE LD 50 Rat: 2,105 mg/kg ESTER LD 50 Rat: 5,313 mg/kg PIGMENT LD 50 Rat: > 24,000 mg/kg TETRAETHYLENE PENTAMINE LD 50 Rat: 3,990 mg/kg LD 50 Rat: 3,990 mg/kg LD. 50 Rat: 2,100 mg/kg GLYCERINE LD 50 Rat: 12,600 mg/kg Acute inhalation toxicity GLYCERINE LC 50 Rat: > 570 mg/m3 , 1 h Acute dermal toxicity NONYLPHENOL LD 50 Rabbit: > 2,000 mg/kg AMINOETHYL-N PIPERAZINE LD 50 Rabbit: 866 mg/kg ESTER LD 50 Rat: > 2,000 mg/kg PIGMENT LD 50 Rabbit: > 10,000 mg/kg TETRAETHYLENE PENTAMINE LD 50 Rabbit: 660 mg/kg GLYCERINE LD 50 Rabbit: > 10 g/kg SE,CTION.�,��:�ECOLOGIC�L�INFORMAITIO�hI ECOLOGICAL INFORMATION: No information available. SEC_TtDISMGSAL CO SIDE -I ►TIO:NS WASTE DISPOSAL METHOD: This product, as supplied, is not regulated as a hazardous waste by the U.S. Environmental Protection Agency (EPA) under Resource Conservation and Recovery Act (RCRA) regulations. Comply with state and local regulations for disposal. RCRA HAZARD CLASS: None. Page 6 of 8 GAF Materials Corporation MSDS # 2014B SEOT GN 14: T;RNSPO FTAoTION iNF�O_RM TIO U.S. DOT TRANSPORTATION PROPER SHIPPING NAME: Corrosive Liquid, Basic, Organic, N.O.S. (Aminoethyl-N Piperazine) HAZARD CLASS: 8 ID NUMBER: UN3267 PACKING GROUP: III LABEL STATEMENT: N/A OTHER: N/A SECT10.. 1;5_� RE ULATu RNM F�ORMATIOI U.S. FEDERAL REGULATIONS TSCA: This product and its components are listed on the TSCA 8(b) inventory. CERCLA: None. SARA 311 / 312 HAZARD CATEGORIES: Acute Health Hazard; Chronic Health Hazard 313 REPORTABLE INGREDIENTS: None. CALIFORNIA PROPOSITION 65: This product contains a chemical known to the state of California to cause cancer and birth defects, or other reproductive harm. (Carbon Black, Ethyl Benzene, Benzene, Toluene). Other state regulations may apply. Check individual state requirements. The following components appear on one or more of the following state hazardous substances lists: Chemical Name CAS # CA MA MN NJ PA RI Nonylphenol 25154-52-3 No Yes No No No No Aminoethyl-N Piperazine 140-31-8 No Yes No Yes No No Ester NJTS# 800986- 5042P No No No No No No Pigment NJTS# 800986- 5097P No Yes Yes Yes Yes Yes Page 7 of 8 GAF Materials Corporation MSDS # 2014B Chemical Name CAS # CA MA MN NJ PA RI Tetraethylene Pentamine 112-57-2 No Yes No Yes Yes No Glycerine 56-81-5 No No No No No No S iWIC '' 16- OAR INFORMA-T;1.O ADDITIONAL COMMENTS DATE OF PREVIOUS MSDS CHANGES SINCE PREVIOUS MSDS: None. June 2003 Changed to the ANSI 16 section MSDS format. This information relates to the specific material designated and may not be valid for such material used on combination with any other materials or in any process. Such information is to the best of our knowledge and belief accurate and reliable as of the date compiled. However, no representation, warranty or guarantee, expressed or implied, is made as to its accuracy, reliability, or completeness. It is the user's responsibility to satisfy himself as to the suitability and completeness of such information for his particular use. We do not accept liability for any loss or damage that may occur from the use of this information. Nothing herein shall be construed as a recommendation for uses which infringe valid patents or as extending a license of valid patents. Page 8 of 8 GAF Materials Corporation Material Safety Data Sheet' MSDS # 1079C OAF MATERIALS MSDS Date: December 2008 CORPORATION SECTt ffi 1 P�R�O UDUD CT A D CO PANY II�FQRMAT110� PRODUCT NAME: EverGuard®#1121 Bonding Adhesive TRADE NAME: N/A CHEMICAL NAME / N/A SYNONYM: CHEMICAL FAMILY: N/A MANUFACTURER: GAF Materials Corporation ADDRESS: 1361 Alps Road, Wayne, NJ 07470 24 HOUR EMERGENCY PHONE: (CHEMTREC) 800-424-9300 INFORMATION ONLY: 800 — 766 — 3411 PREPARED BY: Corporate EHS APPROVED BY: Corporate EHS NFPA Hazard Rating HMIS Hazard Rating 2 2 l 3 3 Reactive 0 Reactive 0 Special Hazards - Personal Protection X OSHA HAZARDOUS: Yes X No ❑ SECTION NCO P.:OS T�O�%IN_FOR AM �TCON ON l �GREDI NE TS OCCUPATIONAL EXPOSURE LIMITS CHEMICAL NAME CAS # % (BY WT) OSHA ACGIH OTHER Toluene 108-88-3 30 — 40 200 ppm 300 ppm — ceiling 20 ppm REL: 100 ppm Acetone 67-64-1 20 — 30 1000 ppm 500 ppm REL: 250 ppm 750 ppm — STEL Page 1 of 10 GAF Materials Corporation MSDS # 1079C OCCUPATIONAL EXPOSURE LIMITS CHEMICAL NAME CAS # % (BY WT) OSHA ACGIH OTHER Solvent Naphtha 64742-89-8 5 —10 300 ppm NE NE (Petroleum), Light Aliphatic n-Hexane 110-54-3 5 —10 500 ppm 50 ppm REL: 50 ppm Cyclohexane 110-82-7 1.5 — 5 300 ppm 100 ppm REL: 300 ppm n-Heptane 142-82-5 1 —1.5 500 ppm 400 ppm REL: 85 ppm 500 ppm — STEL Ethyl Benzene 100-41-4 0.1 — 0.5 100 ppm 100 ppm REL: 100 ppm NE = Not Established SECTEION 3_�.._��_AZ4 DSIDE�Ti� IFICO_ PRIMARY ROUTE OF EXPOSURE: Inhalation, Skin absorption, Skin contact, Eye contact, Ingestion SIGNS & SYMPTONS OF EXPOSURE Eyes: Can cause eye irritation. Symptoms include stinging, tearing, redness, and swelling of eyes. May cause mild skin irritation. Prolonged or repeated contact may Skin: dry the skin. Symptoms may include redness, burning, drying and cracking of skin, and skin burns. Passage of this material into the body through the skin is possible, but it is unlikely that this would result in harmful effects during safe handling and use. Swallowing small amounts of this material during normal handling Ingestion: is not likely to cause harmful effects. Swallowing large amounts may be harmful. This material can get into the lungs during swallowing or vomiting. This results in lung inflammation and other lung injury. Breathing of vapor or mist is possible. Breathing small amounts of Inhalation: this material during normal handling is not likely to cause harmful effects. Breathing large amounts may be harmful. Symptoms are not expected at air concentrations below the recommended exposure limits. ACUTE HEALTH HAZARDS: Signs and symptoms of exposure to this material through and/or of the material through the breathing, swallowing, passage skin may include: metallic taste, mouth and throat irritation (soreness, dry or scratchy feeling, cough), stomach or intestinal upset (nausea, vomiting, diarrhea), irritation (nose, throat, airways), Page 2 of 10 GAF Materials Corporation MSDS # 1079C central nervous system excitation (giddiness, liveliness, light- headed feeling) followed by central nervous system depression (dizziness, drowsiness, weakness, fatigue, nausea, headache, unconsciousness) and other central nervous system effects, temporary changes in mood and behavior, weakness, loss of coordination, confusion, irregular heartbeat, high blood sugar and coma. CHRONIC HEALTH HAZARDS: This material (or a component) shortens the time of onset or worsens the liver and kidney damage induced by other chemicals. Prolonged and repeated exposure to n-hexane may cause peripheral neuropathy by damaging peripheral nerve tissue (that of the arms and legs) and result in muscular weakness and loss of sensation. Prolonged and repeated inhalation of high levels of mixed isomers of hexane resulted in kidney damage in male rats. The effects observed are the same as those seen in male rats exposed to other hydrocarbons. The mechanism by which these chemicals cause the characteristic kidney toxicity is unique to the male rat and the kidney effects are not expected to occur in man. Prolonged intentional toluene abuse may lead to damage to many organ systems having effects on: central and peripheral nervous systems, vision, hearing, liver, kidneys, heart and blood. Such abuse has been associated with, brain damage characterized by disturbances in gait, personality changes and loss of memory. Comparable central nervous system effects have not been shown to result from occupational exposure to toluene. Prolonged intentional toluene abuse may lead to hearing loss progressing to deafness. In addition, while noise is known to cause hearing loss in humans, it has been suggested that workers exposed to organic solvents, including toluene, along with noise may suffer greater hearing loss than would be expected from exposure to noise alone. Overexposure to this material (or its components) has been suggested as a cause of the following effects in laboratory animals: mild, reversible liver effects, mild, reversible kidney effects, blood abnormalities, liver abnormalities, nasal damage, respiratory tract damage (nose, throat, and airways), spleen damage, eye damage, kidney damage, effects on hearing, testis damage, lung damage, central nervous system damage, Overexposure to this material (or its components). has been suggested as a cause of the following effects in humans: liver abnormalities, visual impairment, kidney damage and central nervous system effects CARCINOGENICITY: Based on the available information, this material cannot be classified with regard to carcinogenicity. This material is not listed as a carcinogen by the International Agency for Research on Cancer (IARC), the National Toxicology Program (NTP), or the Occupational Safety and Health Administration (OSHA). This material (or a component) has been shown to cause harm to the fetus in laboratory animal studies. Harm to the fetus occurs only at exposure levels that harm the pregnant animal. The relevance of these findings to humans is uncertain. Toluene may be harmful to the human fetus based on positive test results with laboratory animals. Case studies show that prolonged intentional abuse of toluene during pregnancy can cause birth defects in humans. Ethyl Benzene is classified as a 2B carcinogen (possibly carcinogenic to humans) by the International Agency for Research on Cancer (IARC). Page 3 of 10 GAF Materials Corporation MSDS # 1079C SECTI.ON'�'4: RS.�T�AID ME' SSA ORES FIRST AID PROCEDURES EYES: If symptoms develop, immediately move individual away from exposure and into fresh air. Flush eyes gently with water for at least 15 minutes while holding eyelids apart; seek immediate medical attention. SKIN: Remove contaminated clothing. Wash exposed area with soap and water. If symptoms persist, seek medical attention. Launder clothing before reuse. INHALATION: If symptoms develop, move individual away from exposure and into fresh air. If symptoms persist, seek medical attention. If breathing is difficult, administer oxygen. Keep person warm and quiet; seek immediate medical attention. INGESTION: Seek medical attention. If individual is drowsy or unconscious, do not give anything by mouth; place individual on the left side with the head down. Contact a physician, medical facility, or poison control center for advice about whether to induce vomiting. If possible, do not leave individual unattended. NOTES TO PHYSICIANS OR Inhalation of high concentrations of this material, as could occur in FIRST AID PROVIDERS: enclosed spaces or during deliberate abuse, may be associated with cardiac arrhythmias. Sympathomimetic drugs may initiate cardiac arrhythmias in persons exposed to this material. This material is an aspiration hazard. Potential danger from aspiration must be weighed against possible oral toxicity (see Section 11 — Toxicological Information) when deciding whether to induce vomiting. This material (or a component) has produced hyperglycemia and ketosis following substantial ingestion. SECTION 5_: FI ER F GI HTI G Pc RROREDURES SUITABLE EXTINGUISHING MEDIA: Water spray, Dry powder, Foam, Carbon dioxide (CO2). HAZARDOUS COMBUSTION Carbon dioxide and carbon monoxide, phenols, various PRODUCTS: hydrocarbons. RECOMMENDED FIRE FIGHTING Material is volatile and readily gives off vapors which may PROCEDURES: travel along the ground or be moved by ventilation and ignited by pilot lights, flames, sparks, heaters, smoking, electric motors, static discharge or other ignition sources at locations near the material handling point. Never use welding or cutting torch on or near drum (even empty) because product (even just residue) can ignite explosively. Wear full firefighting turn- out gear (full Bunker gear), and respiratory protection (SCBA). Page 4 of 10 GAF Materials Corporation MSDS # 1079C UNUSUAL FIRE & EXPLOSION Flammable Liquid Class IB HAZARDS: SECTIONfi;AC EDIC NT�ALREL.E�ASE MEASURES ACCIDENTAL RELEASE MEASURES: For personal protection see section 8. Eliminate all ignition sources (flares, flames including pilot lights, electrical sparks). Persons not wearing protective equipment should be excluded from area of spill until clean-up has been completed. Stop spill at source. Prevent from entering drains, sewers, streams or other bodies of water. Prevent from spreading. If runoff occurs, notify authorities as required. Pump or vacuum transfer spilled product to clean containers for recovery. Absorb unrecoverable product. Transfer contaminated absorbent, soil and other materials to containers for disposal. SECTION.,7,?HANDLING ACID 'T RAGO HANDLING AND STORAGE: Containers of this material. may be hazardous when emptied. Since emptied containers retain product residues (vapor, liquid, and/or solid), all hazard precautions given in the data sheet must be observed. Static ignition hazard can result from handling and use. Electrically bond and ground all containers, personnel and equipment before transfer or use of material. Special precautions may be necessary to dissipate static electricity for non-conductive containers. Use proper bonding and grounding during product transfer as described in National Fire Protection Association document NFPA 77. OTHER PRECAUTIONS: Store in closed containers in a dry, well -ventilated area. SECT ON►8 EXPOSURE "CONTROLS RSE/ OPAL PF�O1TTIO.I ENGINEERING CONTROLS / Provide sufficient mechanical (general and/or local exhaust) VENTILATION: ventilation to maintain exposure below TLV(s). RESPIRATORY PROTECTION: If workplace exposure limit(s) of product or any component is exceeded (see exposure guidelines), a NIOSH-approved air supplied respirator is advised in absence of proper environmental control. OSHA regulations also permit other NIOSH respirators (negative pressure type) under specified conditions (see your industrial hygienist). Engineering or administrative controls should be implemented to reduce exposure. EYE PROTECTION: Chemical splash goggles in compliance with OSHA regulations are advised; however, OSHA regulations also permit other type safety Page 5 of 10 GAF Materials Corporation MSDS # 1079C glasses. Consult your safety representative. SKIN PROTECTION: Wear resistant gloves (consult your safety equipment supplier). To prevent repeated or prolonged skin contact, wear impervious clothing and boots. OTHER PROTECTIVE EQUIPMENT: N/A WORK HYGIENIC PRACTICES: Wash exposed skin prior to eating, drinking or smoking and at the end of each shift. EXPOSURE GUIDELINES: N/A S = GTSI_CAL AND C-1-H. EEMKOARPROP - ZI� APPEARANCE & ODOR: Liquid, yellow FLASH POINT: (<)0 °F / -18 °C LOWER EXPLOSIVE LIMIT: 1 %(V) METHOD USED: Seta closed cup UPPER EXPLOSIVE LIMIT: 12.8 %(V) EVAPORATION RATE: No data BOILING POINT: 56 °C / 133 °F@ 1,013.23 hPa pH (undiluted product): No data MELTING POINT: No data SOLUBILITY IN WATER: No data SPECIFIC GRAVITY: 0.873 g/cm3 @ 77 OF / 25 °C 7.3 lb/gal @ 77 OF / 25 °C VAPOR DENSITY: No data PERCENT VOLATILE: No data VAPOR PRESSURE: 307.96 hPa @ 77 °F / 25 °C MOLECULAR WEIGHT: No data VOC WITH WATER (LBS/GAL): No data WITHOUT WATER (LBS/GAL): No data —C .ION 10 SlTABI1401 , ND RE-AC6 THERMAL STABILITY: STABLE X UNSTABLE ❑ CONDITIONS TO AVOID (STABILITY): None known. INCOMPATIBILITY (MATERIAL TO Acids, strong alkalis, strong mineral acids, strong oxidizing AVOID): , agents. Page 6 of 10 GAF Materials Corporation MSDS # 1079C HAZARDOUS DECOMPOSITION OR BY- Carbon dioxide and carbon monoxide, phenols, various PRODUCTS: hydrocarbons. HAZARDOUS POLYMERIZATION: Product will not undergo hazardous polymerization. BEEN >T�OXICOLf-0G- CAL.INFORyM�AT�ON TOXICOLOGICAL Acute oral toxicity INFORMATION: Toluene LD 50 Rat: 2,600 - 7,500 mg/kg Acetone LD 50 Rat: 5,800 mg/kg Solvent Naphtha (Petroleum), Light Aliphatic LD 50 Rat: > 8,000 mg/kg n-Hexane LD 50 Rat: 25 g/kg Cyclohexane LD 50 Mouse: 1,300 mg/kg LD 50 Rat: 29,820 mg/kg n-Heptane LD 50 Rat: > 15,000 mg/kg Ethyl Benzene LD 50 Rat: 3,500 mg/kg Acute inhalation toxicity Toluene LC 50 Rat: 8000 ppm, 4 h Acetone LC 50 Rat: > 16000 ppm, 4 h Solvent Naphtha (Petroleum), Light Aliphatic LC 50 Rat: 3400 ppm, 4 h n-Hexane LC 50 Rat: 48000 ppm, 4 h Cyclohexane LC 50 Rat: > 4044 ppm, n-Heptane LC 50 Rat: 103 g/m3 , 4 h Ethyl Benzene LC Lo Rat: 4000 ppm, 4 h Acute dermal toxicity Toluene LD 50 Rabbit: 12,124 mg/kg Acetone LD 50 Rabbit: > 20,000 mg/kg Solvent Naphtha (Petroleum), Light Aliphatic LD 50 Rat: > 4,000 mg/kg n-Hexane LD 50 Rabbit: > 1.3 g/kg Cyclohexane LD 50 Rabbit: > 2.0 g/kg Page 7 of 10 GAF Materials Corporation MSDS # 1079C n-Heptane LD 50 Rabbit: > 2,000 mg/kg Ethyl Benzene LD 50 Rabbit: 15,433 mg/kg SECTION 12 ECOLOGICAL 1NF'ORMgCT�01 ECOLOGICAL INFORMATION: No information available. SEC^T' ---' ; DISPOS_` L- CONSIDE AeT1_ONS WASTE DISPOSAL METHOD: This product, as supplied, is regulated as a hazardous waste by the U.S. Environmental Protection Agency (EPA) under Resource Conservation and Recovery Act (RCRA) regulations. If discarded in its purchased form, this product is a RCRA hazardous waste. It is the responsibility of, the product user to determine at the time of disposal, whether a material containing the product or residue of the product remains classified a hazardous waste as per 40 CFR 261, Subpart C. State or local regulations may also apply if they differ from the federal regulation. RCRA HAZARD CLASS: D001, Ignitable Hazardous Waste SECT�f_ON 14�T� NSPOR�TAIT ON IN�O�MA`-T.IOf U.S. DOT TRANSPORTATION PROPER SHIPPING NAME: Adhesives HAZARD CLASS: 3 ID NUMBER: UN1133 PACKING GROUP: LABEL STATEMENT: N/A OTHER: N/A ST�Y"E IN,9lFORMR11-3100 U.S. FEDERAL REGULATIONS TSCA: All components are listed on the TSCA inventory. Page 8of10 GAF Materials Corporation MSDS # 1079C CERCLA: CERCLA Hazardous Substances (40 CFR 302) Reportable Quantity — Components Toluene: 108-88-3, 1000 Ibs Acetone: 67-64-1, 5000 Ibs n-Hexane: 110-54-3, 5000 Ibs Cyclohexane: 110-82-7, 1000 lbs Ethyl Benzene: 100-41-4, 1000 Ibs SARA: 311/312 HAZARD CATEGORIES: Acute Health Hazard, Chronic Health Hazard, Fire Hazard 313 REPORTABLE INGREDIENTS: Toluene 108-88-3, 36.8% n-Hexane 110-54-3, 6.1 % Cyclohexane 110-82-7, 1.6% Ethyl Benzene 100-41-4, 0.3% This product contains a chemical known to the state of California to CALIFORNIA PROPOSITION 65: cause cancer and birth defects, or other reproductive harm. Cancer: Ethyl Benzene, Benzene, Formaldehyde, Lead Oxide, Cadmium Oxide. Reproductive: Toluene, Benzene, Lead Oxide, Cadmium Oxide. Other state regulations may apply. Check individual state requirements. The following components appear on one or more of the following state hazardous substances lists: Chemical Name CAS # CA MA MN NJ PA RI Toluene 108-88-3 Yes Yes Yes Yes Yes Yes Acetone 67-64-1 Yes Yes Yes Yes Yes Yes Solvent Naphtha (Petroleum), Light Aliphatic 64742-89-8 No No. No No No No n-Hexane 110-54-3 Yes Yes Yes Yes Yes Yes Cyclohexane 110-82-7 Yes Yes Yes Yes Yes Yes n-Heptane 142-82-5 Yes Yes Yes Yes Yes Yes Ethyl Benzene 100-41-4 Yes Yes Yes Yes Yes Yes NOTE 6: OrtHER 1NFORMATIO' ADDITIONAL COMMENTS: DATE OF PREVIOUS MSDS: None June 2003 Page 9 of 10 GAF Materials Corporation MSDS # 1079C CHANGES SINCE PREVIOUS MSDS: Changed to ANSI 16 section MSDS format. This information relates to the specific material designated and may not be valid for such material used on combination with any other materials or in any process. Such information is to the best of our knowledge and belief accurate and reliable as of the date compiled. However, no representation, warranty or guarantee, expressed or implied, is made as to its accuracy, reliability, or completeness. It is the user's responsibility to satisfy himself as to the suitability and completeness of such information for his particular use. We do not accept liability for any loss or damage that may occur from the use of this information. Nothing herein shall be construed as a recommendation for uses which infringe valid patents or as extending a license of valid patents. Page 10 of 10 ® GAF Materials Corporation Material Safety Data Sheet MSDS # 2102 GAFMATEAAIS MSDS Date: August 2008 CORPORATION SECTiLON 1 P; OD C A D ttOMP.ANYdINF�ORMAIM[ON PRODUCT NAME: EverGuard® Steep Slope H2O Bonding Adhesive (C-174070) TRADE NAME: N/A CHEMICAL NAME 1 N/A SYNONYM: CHEMICAL FAMILY: Adhesive MANUFACTURER: GAF Materials Corporation ADDRESS: 1361 Alps Road, Wayne, NJ 07470 24-HOUR.EMERGENCY PHONE (CHEMTREC): 800 — 424 — 9300 INFORMATION ONLY: 800 — 766 — 3411 PREPARED BY: Randy Redwine APPROVED BY: Phil Curry NFPA Hazard Rating 1 0 HMIS Hazard Rating 1 0 Reactive 0 Reactive 0 Special Hazards - Personal Protection X OSHA HAZARDOUS: Yes ❑ No X SECTION 2;COMPOSITIO/INFORMAtTION ON I G�tEDIR S OCCUPATIONAL EXPOSURE LIMITS CHEMICAL NAME CAS # % (BY WT) OSHA ACGIH OTHER Decabromodiphenyl 1163-19-5 1 — 5% NE NE WEEL: 5 mg/m3 Oxide Alumina Trihydrate 21645-51-2 1 — 5% NE NE NE Antimony Oxide 1309-64-4 1 — 5% 5 mg/m3 5 mg/m3 REL: 5 mg/m3 Page I of 7 GAF Materials Corporation MSDS # 2102 OCCUPATIONAL EXPOSURE LIMITS CHEMICAL NAME CAS # % (BY WT) OSHA ACGIH OTHER Non -Hazardous N/A 85 — 97% NE NE NE Ingredients SECT ON 3: HAZARDS IDEN1Ti_IFICA�TjIOI� PRIMARY ROUTE OF EXPOSURE: Eyes, Skin, Inhalation, Ingestion SIGNS & SYMPTOMS OF EXPOSURE EYES: May cause slight irritation to eyes on contact. SKIN: May cause slight irritation to skin. INGESTION: May cause gastrointestinal tract irritation if swallowed. Not expected under normal conditions of use. INHALATION: Inhalation of mist or spray may cause irritation of the respiratory tract and nasal passages. ACUTE HEALTH HAZARDS: N/A CHRONIC HEALTH HAZARDS: N/A CARCINOGENICITY: See Section 11. S�ECTLO.N `4: Fa1RSUT AID .M_EAS E FIRST AID PROCEDURES EYES: Check for and remove any contact lenses. Immediately flush eyes with plenty of water for at least 15 minutes. SKIN: Wash affected area immediately with soap and water. INHALATION: Remove to fresh air. If not breathing, give artificial respiration. If breathing is difficult, give oxygen. If symptoms develop and persist, get medical attention. INGESTION: DO NOT induce vomiting unless directed to do so by medical personnel. Never give anything by mouth to an unconscious person. Get medical attention if symptoms develop and persist. NOTES TO PHYSICIANS OR N/A FIRST AID PROVIDERS: Page 2 of 7 GAF Materials Corporation MSDS # 2102 SECTION 55;IF E F GH�T�ING�PROCE�DUI�2E_S SUITABLE EXTINGUISHING MEDIA: HAZARDOUS COMBUSTION PRODUCTS: RECOMMENDED FIRE FIGHTING PROCEDURES: UNUSUAL FIRE & EXPLOSION HAZARDS: Use media appropriate for surrounding material. Oxides of carbon, oxides of nitrogen, irritating organic vapors. Hydrogen bromide (HBr). N/A N/A SECTION�6,AA`CCIDENTA`L��E�EA_S._ �SU ER S ACCIDENTAL RELEASE MEASURES: Prevent product from entering drains or open waters. Small spills can be absorbed with vermiculite, clay or other suitable non - biodegradable absorbent material, scooped up and placed in containers. For large spills dike ahead and collect liquid. 'SECTIONHANDLING A D TOE HANDLING AND STORAGE: Use only with adequate ventilation. Avoid contact with eyes, skin and clothing. Do not taste or swallow. Do not breathe mist or vapors. Keep container closed. Wash thoroughly after handling. OTHER PRECAUTIONS: N/A SECT O � 8:�vEXP,�OSU��CONTRO.L3%PE�S_DNAL PI�O.�T_ CT�LOI� ENGINEERING CONTROLS / Use local exhaust ventilation if the potential for airborne exposure VENTILATION: exists. RESPIRATORY PROTECTION: Use a NIOSH approved respirator if ventilation is inadequate. Observe OSHA regulations for respiratory use (29 CFR 1910.134). EYE PROTECTION: Full face protection should be used if the potential for splashing or spraying of product exists. SKIN PROTECTION: Use impermeable gloves as necessary to prevent skin contact. OTHER PROTECTIVE EQUIPMENT: Use protective Clothing as necessary to prevent skin contact. Page 3of7 GAF Materials Corporation MSDS # 2102 Wash exposed skin prior to eating, drinking, or smoking and at the WORK HYGIENIC PRACTICES: end of each shift. EXPOSURE GUIDELINES: N/A r1. F1IIICQ►l.. I! FLORERTtIES THERMAL STABILITY: CONDITIONS TO AVOID (STABILITY): INCOMPATIBILITY (MATERIAL TO AVOID): STABLE X UNSTABLE ❑ Storage with incompatible materials. Keep away from strong oxidizing agents, strong Lewis or mineral acids. HAZARDOUS DECOMPOSITION OR BY- decomposition xides of can lead rbon. Hydrogbromide o release of rrThermal itat ng gasesand PRODUCTS: vapors. HAZARDOUS POLYMERIZATION: None under normal processing. SECTION 11. iTXICOLOGI FO.R ATIO,N Page 4 of 7 GAF Materials Corporation MSDS # 2102 TOXICOLOGICAL INFORMATION: Carrinnnan Statics Hazardous NTP Carcinogen IARC Carcinogen OSHA Carcinogen components Decabromodiphenyloxid No No No e 1163-19-5 Alumina trihydrate No No No 21645-51-2 Antimony oxide No Group 2B Yes 1309-64-4 Literature Referenced Target Organ & Other Health Effects Hazardous Health Effects/Target Organs components Decabromodiphenyloxid Irritant, Thyroid e Fl 1163-19-5 Alumina trihydrate Irritant, Lung, Respiratory 21645-51-2 Antimony oxide Cardiac, Developmental, Eyes, Gastrointestinal, Irritant, Kidney, Liver, Lung, 1309-64-4 Mutagen, Nervous System, Reproductive, Sensory, some evidence of carcinogenicity SEvCTLION to- CO_L�01G�C►-ALI FO O ECOLOGICAL INFORMATION: N/A SECTION 1S;DISQ`OSAL. CONSIDERATION WASTE DISPOSAL METHOD: Dispose of according to Federal, State and local governmental regulations. Processing, use or contamination of this product may change the hazard classification and waste management options. RCRA HAZARD CLASS: This product may contain traces of arsenic, lead and may be classified as a hazardous waste (waste number(s) D004, D008) under EPA RCRA (40 CFR 261.24). However this product is only classifiable as hazardous waste if it exhibits the characteristics of toxicity as shown by the toxicity Page 6 of 7 GAF Materials Corporation MSDS # 2102 characteristic leaching procedure (TCLP). Under RCRA, it is the responsibility of the end user of this product to determine whether it meets this criteria at the time of disposal. SECTION 1a 4: TRA�VSPO TAR TION IN�E)Rfl— IOI U.S. DOT TRANSPORTATION PROPER SHIPPING NAME: N/A HAZARD CLASS: N/A ID NUMBER: N/A PACKING GROUP: N/A LABEL STATEMENT: N/A OTHER: N/A SECTIOS1�15�REGU�L'ie►T�O�RY I I�FORMA IT ON U.S. FEDERAL REGULATIONS TSCA: All components are listed or are exempt from listing on the Toxic Substances Control Act Inventory. CERCLA: N/A SARA 311/312 HAZARD CATEGORIES: Immediate Health Hazard, Delayed Health Hazard 313 REPORTABLE INGREDIENTS: Decabromodiphenyloxide (CAS# 1163-19-5). Antimony oxide (CAS# 1309-64-4). CALIFORNIA PROPOSITION 65: This product contains a chemical known to the state of California to cause cancer and birth defects, or other reproductive harm. Other state regulations may apply. Check individual state requirements. The following components appear on one or more of the following state hazardous substances lists: Chemical Name CAS # CA MA MN NJ PA RI Decabromodiphenyl Oxide 1163-19-5 No No Yes Yes Yes No Alumina Trihydrate 21645-51-2 No No No No No No Page 6 of 7 GAF Materials Corporation MSDS # 2102 Antimony Oxide 1309-64-4 Yes Yes Yes Yes Yes -[ Yes SECTLONrr16�0� HER-- S'.INFO:RMATIOL� ADDITIONAL COMMENTS: N/A DATE OF PREVIOUS MSDS: N/A CHANGES SINCE PREVIOUS MSDS: New MSDS This information relates to the specific material designated and may not be valid for such material used on combination with any other materials or in any process. Such information is to the best of our knowledge and belief accurate and reliable as of the date compiled. However, no representation, warranty or guarantee, expressed or implied, is made as to its accuracy, reliability, or completeness. It is the user's responsibility to satisfy himself as to the suitability and completeness of such information for his particular use. We do not accept liability for any loss or damage that may occur from the use of this information. Nothing herein shall be construed as a recommendation for uses which infringe valid patents or as extending a license of valid patents. Page 1 of 7 GAF Materials Corporation Material Safety Data Sheet _ MSDS #1095 GAF MATMIALS MSDS Date: December 2008 CORPORATION SEbCTION k1rz . .ORP DUCT AND COM AjN�NFORMATiIOf� PRODUCT NAME: DrillTecTrm Tap -Grip® Concrete Fasteners; LiteDeck Fasteners (LD); Coated Drill Point Fasteners; Heavy Duty #14 Fasteners (HD), Extra Heavy Duty #15 Roofing Fastener, Super Extra Duty #21 Roofing Fastener, ASAP 3P, ASAP 3S, CD-10 Fastener, CR 1.2 Base Sheet Fastener, CR-Base Sheet Fastener, Fluted Nail Concrete Fastener; Masonry Anchor, NTB —1 HWO, NTB — 1 HWW, Steel Plates, Metal Plates, Standard #12 Roofing Fastener, Locking Impact Nail, Extra Heavy Duty ASAP, Heavy Duty ASAP 25 TRADE NAME: N/A CHEMICAL NAME / Refractory Metal Carbide SYNONYM: CHEMICAL FAMILY: Metal MANUFACTURER: GAF Materials Corporation ADDRESS: 1361 Alps Road, Wayne, NJ 07470 24-HOUR EMERGENCY 800 — 424 — 9300 PHONE (CHEMTREC): INFORMATION ONLY: 800 — 766 — 3411 PREPARED BY: Corporate EHS APPROVED BY: Corporate EHS NFPA Hazard Rating HMIS Hazard Rating ' 1 1 F Reactive 0 Reactive 0 Special Hazards - Personal Protection X OSHA HAZARDOUS: Yes ❑ No Page 1 of 7 GAF Materials Corporation MSDS # 1095 SECTION 2: COMP�OSI4T�IONIINFOR gtT�l_O>N`ON INGREDIENTS OCCUPATIONAL EXPOSURE LIMITS CHEMICAL NAME CAS # % (BY WT) OSHA ACGIH OTHER Tungsten Carbide 12070-12-1 37.6 - 97 NE NE REL: 0.05 mg/m3 (10- hr) Cobalt 7440-48-4 3 - 25 0.1 mg/m3 for 0.02 mg/m3 REL: 0.05 metal dust and mg/m3 for fumes as Co metal dust and fumes as Co Tantalum Carbide 12070-06-3 0.0 - 56.4 NE NE NE Chromium Carbide 12012-35-0 0.0 - 2.5 NE NE NE Chromium (+3) 7440-47-3 0.0 - 2.5 1 mg/m3 0.5 mg/m3 REL: 0.5 mg/m3 NE = Not Established �3ECTI0 �3'��HAZAR_DS 1DENTIF� AiTI_OI�'L_ PRIMARY ROUTE OF EXPOSURE: Grinding cemented carbide product will produce dust of potentially hazardous ingredients, which can be inhaled, swallowed or come in contact with the skin or eyes. SIGNS & SYMPTOMS OF EXPOSURE EYES: Can cause irritation. SKIN: Can cause an irritation or skin rash due to cobalt sensitization. Certain skin conditions, such as dry skin, may be aggravated by exposure. INGESTION: Reports outside the industry suggest that ingestion of significant amounts of cobalt has the potential for causing blood, heart and other organ problems. INHALATION: Dust from grinding can cause irritation of the nose and throat. It also has the potential for causing transient or permanent respiratory disease, including occupational asthma and interstitial fibrosis, in a small percentage of exposed individuals. It is reported that cobalt dust is the most probable cause of such respiratory diseases. Symptoms include productive cough, wheezing, shortness of breath chest tightness and weight loss. Interstitial fibrosis (lung scarring) can lead to permanent disability or death. Page 2 of 7 GAF Materials Corporation MSDS # 1095 Certain pulmonary conditions may be aggravated by exposure. ACUTE HEALTH HAZARDS: N/A CHRONIC HEALTH HAZARDS: N/A CARCINOGENICITY: N/A SE_G��TiI.O�4�IR TEA D�MEAS� �E5 FIRST AID PROCEDURES EYES: If irritation occurs flush with copious amount of water. If irritation persists, seek medical attention. SKIN: If irritation or rash occurs, thoroughly wash affected area with soap and water and isolate from exposure. If irritation persists, seek medical attention. INHALATION: If symptoms of pulmonary involvement develop (coughing, wheezing, shortness of breath, etc.), remove from exposure and seek medical attention. INGESTION: If substantial quantities are swallowed, dilute with large amount of water, induce vomiting and seek medical attention. NOTES TO PHYSICIANS OR N/A FIRST AID PROVIDERS: ;SECT OI N 5; F;IRE-�'FI-G� TINE PRO�CEDUR SUITABLE EXTINGUISHING MEDIA: For powder fires, smother with dry sand, dry dolomite, ABC type fire extinguisher, or flood with water. HAZARDOUS COMBUSTION Hard Cemented Carbide Product is not a fire hazard. Dusts PRODUCTS: generated in grinding operations may ignite if allowed to accumulate and subjected to an ignition source. RECOMMENDED FIRE FIGHTING For a powder fire confined to a small area, use,a respirator PROCEDURES: approved for toxic dusts and fumes. For large fire involving this material, fire fighters should use self-contained breathing apparatus. UNUSUAL FIRE & EXPLOSION Dusts may present a fire or explosion hazard under rare HAZARDS: favoring conditions of particle size, dispersion and strong ignition source. However, this is not expected to be a problem under normal handling conditions. Page 3 of 7 GAF Materials Corporation MSDS # 1095 ACCIDENTAL RELEASE MEASURES: Ventilate on, such as vacuum Cleanl. vacum (with pp opria appropriate lch avoid dust to prevent airborne dust levels which exceed the PEL or TLV), wet dust mop or wet clean up. If airborne dust is generated, use an appropriate NIOSH approved respirator. ECTIO: �7�'-.,�H�.�.►NDLIN;G AN_D STORAG:F HANDLING AND STORAGE: Maintain good housekeeping procedures to prevent dust accumulation during grinding. Avoid dust inhalation and direct skin contact with dust. OTHER PRECAUTIONS: N/A ECION'8EXP�OSURE C,ONiTI� SLO SLO PESONAP�ROxTiE_CTIOLii ENGINEERING CONTROLS / Use local exhaust ventilation, which is adequate to limit personal VENTILATION: exposure to airborne dust to levels, which do not exceed the PEL or TLV. If such equipment is not available, use respirators as specified above. RESPIRATORY PROTECTION: Use an appropriate NIOSH approved respirator if airborne dust concentrations exceed the appropriate PEL or TLV. All appropriate requirements set forth in 29 CFR 1910.134 should be met. EYE PROTECTION: Safety glasses with side shields may be necessary when handling, cutting or applying this product. SKIN PROTECTION: None required. OTHER PROTECTIVE EQUIPMENT: With dust or mist isli likely. Prior to applying the Barrier cream use of of protective gloves, wash thoroughly. Wash exposed skin prior to eating, drinking or smoking and at the, WORK HYGIENIC PRACTICES: end or each work shift. Wash contaminated clothing prior to reuse. EXPOSURE GUIDELINES: N/A Page 4 of 7 MSDS # 1095 GAF Materials Corporation SECTION'9f `PHYLSI qLq D CFiE' -MEAL PROPEL APPEARANCE & ODOR: Solid FLASH POINT: No Data LOWER EXPLOSIVE LIMIT: No Data METHOD USED: No Data UPPER EXPLOSIVE LIMIT: No Data EVAPORATION RATE: No Data BOILING POINT: No Data pH (undiluted product): No Data MELTING POINT: No Data SOLUBILITY IN WATER: No Data SPECIFIC GRAVITY: 11.85-15.35 (water=1 VAPOR DENSITY: No Data PERCENT VOLATILE: 0.0% VAPOR PRESSURE: No Data MOLECULAR WEIGHT: No Data VOC WITH WATER (LBS/GAL): No Data WITHOUT WATER (LBS/GAL): No Data SECTION 1_O--IS`TAB— LOV ANS O REA TI1/—` IT�1( THERMAL STABILITY: STABLE ® UNSTABLE ❑ CONDITIONS TO AVOID (STABILITY): N/A INCOMPATIBILITY (MATERIAL TO Contact of dust with strong oxidizers may cause fire or AVOID): explosions. Also to avoid strong acids. HAZARDOUS DECOMPOSITION OR BY- N/A PRODUCTS: HAZARDOUS POLYMERIZATION: Will not occur. SEC�.I_ON'' 11TOXICO> 0 'CAL�INFOR�TEItjI TOXICOLOGICAL INFORMATION: No information available. $EC1T��0. !2: � ,COL�GICAL INFO ATIO ECOLOGICAL INFORMATION: No information available. Page 5 of 7 GAF Materials Corporation MSDS # 1095 S�E�C�71.0�L1µ3�'DISPOSAL. C NO SIDE T O[�S WASTE DISPOSAL METHOD: This product, as supplied, is not regulated as a hazardous waste by the U.S. Environmental Protection Agency (EPA) under Resource Conservation and Recovery Act (RCRA) regulations. Comply with state and local regulations for disposal. RCRA HAZARD CLASS: None SECT; ON 14�T;�A�JSPO TA�TIO,� IN OR _, Tj�O U.S. DOT TRANSPORTATION PROPER SHIPPING NAME: N/A HAZARD CLASS: N/A ID NUMBER: N/A PACKING GROUP: N/A LABEL STATEMENT: N/A OTHER: N/A S�CTIgN�1_5� REGU T.ORY�RyINFO_R V�rTI_OI U.S. FEDERAL REGULATIONS TSCA: All components are listed on the_TSCA inventory. CERCLA: N/A SARA N/A 311/312 HAZARD CATEGORIES: Fire Hazard, Health Hazard 313 REPORTABLE INGREDIENTS: Cobalt - 7440-48-4 Chromium-7440-47-3 CALIFORNIA PROPOSITION 65: This product contains a chemical known to the state of California to cause cancer and birth defects or other reproductive harm. Cancer: Cobalt, Chromium. Page 6 of 7 GAF Materials Corporation MSDS # 1095 Other state regulations may apply. Check individual state requirements. The following components appear on one or more of the following state hazardous substances lists: Chemical Name CAS # CA MA MN NJ PA RI Tungsten Carbide 12070-12-1 No No N/A Yes No No Cobalt 7440-48-4 Yes Yes N/A Yes Yes Yes Tantalum Carbide 12070-06-3 No No N/A No No No Chromium Carbide 12012-35-0 No No N/A No No No Chromium 7440-47-3 Yes Yes N/A Yes Yes Yes SE_C^..TiION 6+OiTiHER INF`ORMAeTIOIV ADDITIONAL COMMENTS: N/A DATE OF PREVIOUS MSDS: 6/03 CHANGES SINCE PREVIOUS MSDS: Changed to the ANSI 16 section MSDS format This information relates to the specific material designated and may not be valid for such material used on combination with any other materials or in any process. Such information is to the best of our knowledge and belief accurate and reliable as of the date compiled. However, no representation, warranty or guarantee, expressed or implied, is made as to its accuracy, reliability, or completeness. It is the user's responsibility to satisfy himself as to the suitability and completeness of such information for his particular use. We do not accept liability for any loss or damage that may occur from the use of this information. Nothing herein shall be construed as a recommendation for uses which infringe valid patents or as extending a license of valid patents. Pape 7 of 7 rt 11I' � T• ' and Pledger got1 ' i' lilt �6 �99Root Guarantee a i 'the UM+ =2s Option Faw - - s GAF's EverGuard Diamgq.&'P,ledge- Roof Guxarcii tee provides you with comprehen- sive system protection so thd�fo Surmrane sysygfmtern leaks from either material defects or applicatiot, of repair are 100% covered! t•�' i . x !F �::.. -�. .-_a t1...nC.j+e-+'w.:v.Aa's.ri� Defects:' %WhafiDoestThe;Guarantee`Cover?e' -'DbfL-dft =;: `. _,. ,1&morkmanshipr: `Errorsy, Covers En, tlreSystem„Including, Accessorlos a ln'suiation?` 'lJnil mlted DollarsAmountsFor.. f=Covered;Repalrs?' t. ¢ i A gMaxlmum CoveragePerlod?: <9�'l`(��lf�s25r31*Years �Si x1 :. , .r. �k 9t d � r u" x *t �} 5 , ��WeIIRoofiAdvantage T (FREEt25% Coverage�Extenslon)�a7 YeS! � � .. J I gg cludes'Replacement Material?� ,< Yes, s, r� �ased'Do�tcse, r lk 'r Includestd§t�Of Labor'^ x J t , ,.f ,� y r t s�" ��.� ��'•;, {�� ;�;.F� To Correct=Problem? t ® K SYes % ' `,�~ Mverduard®`Mastery&41 +Whozan#Offer�Guarantee?_ D ®0t� ;� °°.Aasterfseiiect� -e� }+ �, ' �Cert�f1ed �ContractorskT r _ :Metal,Flasfjing Including x T' ` t.� F .I �`'',`Custom`Flf"�Cotiered�' � `"- ��` ��.� �� ., ;YeS�.. �� •,..,�r �g �� - , -, g 4 s Available ` YilNlrid`Coverage' l �`�YeS`' ;��+ r ;,� � ?Is;Guarantee'Transferable�To � " � , , - • � 6 - •'-� '� ':� .'NadiOWner.?,`" �« n -a" ` ;�,4That Include Ponding Water?, ®' Yev I.�•r�" f� 3.ly R"f rip �Lw• .�—r^s^'^c'9w'^-P'^^r , � � y .�' F^ c k nos ; z R, » ;, On rooislwlth the�WelRoo�(Advantage Please �e Well Rooi`�b ochtir� a orkcromplete requlrements l d .{._ .f*.. _. �,.. _ rs.. I'. .-^f 12'.,;,,,, . z. _ .......D ..ro• a--�.c,:«<>w' t: T�r.aa� , L A•1 tti 1 -I' 0 7M "S:,' yx.•. ti yb Sy - r ; .�l R a ®�(�1�9ond ��ef? ( IErr': y' �jj r i!. - F ",'�'�11y+. -sl , 1t v fY� , '_� � µ',�'.'i Y� S � �d - • }H 2 y' - Sh. r'TM �,.1 �'�yS i�+'x8 � u?,x�ejlwYo"urroofFmust��bemstalled::by an EverGuard® Master SelectporMasteroofng ; } s ,� ��contr,�act - certified by,,GAF�Materials Corporation for Single -Ply Systems::,._ aF. :tir �2:,JT;he roofer�must followYGAF's.:procedures for guarantee issuance, including ^u} notAfying1GAF; ofqhegneed4or a guarantee before roofing commences. ;Y•3. You,musUuseEVerGuard®,membranes. 4kYou must use; E erGuard? Accessory Products in conjunction with the membrane f t r t4. ..,a Va P 1 �3 stemr iincludin • ty ¢ tp, gEnergyGuard"" Insulation (when applicable), Drill-Tec Fasteners, r �RAYeta!ast�c;Expaw�oon :Dooe�t;Covers (when applicable); and EverGuard° •.N^ Y C.dQ•E�'+•5'1t 'R.'S• RSY .A' 4 ..T � 4 `°` r=„Adhesives%tPrimers/ppSealants: �- z f[V711 ' - � .'r'r ��i. <r�"� w �y...�z .r;.:^+-•.;atv;.`' , t. v.t »;'gC'*" r r. _.a,-,p r.1 f �' .r �S i1 p '. f � C ...}� �J° K l Lr 1t tT 7+. i�.�1'+,z�wT * J arty xa r+ ` r , i' + . f yt+n ll. '• t t t t �, 1�tt � ...iy Ylt -N 't ! '� \ x , ! 1 llC t� »r4.•.. _`n i:vh. .,, •L �r� �� '� +� 1 �„ � a r £ pt Izi , ! t r � 1' � k 7 .y, �� w,.L, .., , C ^°' t I t. ; � 1- � � •.H C J ar .t�,Yi'r,.'kS" e� ��' •,i.,', .Y ., U-' f . r r _".:esr'f`..... _._. .�. r +,, r' ttS r• .. IY a ,, h v,:";: C S: Yr '� rt,x .br, ' f r .g' 'cs<�' �x' t..� �'1 Yy �}��` F') � J J' 11•'p��'�,y�'p &.1c.161 ust`i �88.6= j` -'J 7 - wi'*r'p ,¢r`'', S 3�� °F .ai,,yc.l �'p: ,�,3 �"1�;, 'BGsk,.'•'` $' 7 :•--�,:" � r''N } t ; � .>wt t1>k t s t l ��,;�,�v+�,4 "v ;,�+,•r � t'� „*rt ` n,•,'� � Y � �, +tee • i�9 , �t�S-' O No. s EVERGUARD° DIAMOND PLEDGE" ROOF GUARANTEE GAF MATERIALS CORPORATION OWNER: NAME AND TYPE OF BUILDING: ADDRESS OF BUILDING: We�ther Stopper. Diamond Pledge,. ninJ I,iiu �� nine PERIOD OF COVERAGE: YEARS SPECIFICATION AREA OF ROOF: SQUARES APPLIED BY: DATE OF COMPLETION: EXPIRATION DATE THE GUARANTEE GAF MATERIALS CORPORATION ("GAFMC") guarantees to you, the original owner of the building described above, that GAFMC will repair leaks through the EverGuard' roofing membrane, base flashing, high wall waterproofing flashings, insulation, expansion Joint covers, preflashed accessories and coated edge metal (the 'EverGuard' Roofing Materials") resulting from the causes listed below while this guarantee is in effect. Scope Of Covetege - Leaks Caused by: 1. Natural deterioration of the EverGuard° Roofing Materials 3. Ridges 2. Splits not caused by structural failure or movement of or cracks 4. Buckles and wrinkles in substrate roof base or non-GAFMC insulation over which the 5. Workmanship in applying the EverGuard' Roofing Materials are applied There is no dollar limit on covered repairs. Leaks caused by any materials other than those listed abt Insulation, or any other materials used in the construction of the roof system, are not covered. GUARANTEE PERIOD This guarantee ends as of the date listed above. Note: some systems require it Where Lexsuco flashings are used, they are covered by this guarantee only for the first OWNER'S RESPONSIBILITIES In the event of a leak through the EverGuard' Roofing Material Road, Bldg. 11-1, Wayne, New Jersey 07470 in writing about responsibility for any repairs. NOTE: the roofing contractor is NOT an By notifying GAFMC, you authorize GAFMC to investigate.the this Guarantee, you agree to pay an investigation cost of $500'This; receipt of an Invoice for ft.'� " You must perform regular inspections and mafpteriance aril any inspection must be removed at your expense so�tliaf GAFMC components not covered under the guaranteelthat areliientified by t cancelled EverGuard' Roofing Materials. This guarantee) 1111be if you You may make temporary repairsto`minimiie damage�to)the bt will not result in cancellation of �th6kguaranteefi�as 'long;'agpth damage to the EverGuard' RoofingiMaterials' .ram roofing system. ,as Department, 1361 Alps or GAFMC will have no r is NOT notice to GAFMC. on reveals that the leak is not covered by fail to pay this cost within 30 days of your 'work. Any equipment or material that Impedes ns. You must make repairs to the building or roof 3ctlon as necessary to preserve the Integrity of the manner. 'its contents in an emergency, at your sole expense. These repairs reasonable and customary and do not result in permanent EXCLUSIONS FROM COVERAGE" wMc This Guarantee dzNOitt+cover leaks,caused byFfheg'tollowing or conditions other than leaks: 1. Lack of roof maintenance.'t ;; (f)exposure to post installation sustained temperatures in excess 2. Unusual weather7,condilions bgnatural disasterssinCluding, but not of 160* F. limited to, windstorms, hail,,,floods)' hurricanes;, lightning, tornados, and earthquakes.': "' t "I, : 4. Traffic of any nature on the roof. 5. Changes in the use of the building unless approved in writing in 3. Damageeto+the rooFcp'structed'of the EverGuard' Roofing Materials advance by GAFMC. dtie [toiia(a�lmovemerit)dor cracking of the roof deck or failure of any non-GAFMC 6. Any repairs, modifications or additions to the EverGuard' Roofing Materials after the roof is completed, unless approved by GAFMC in bulldirig; (b) improPernstillation or }lnstilation or(,rnatenaIs,* (cblirifiitration or condensation of moisture writing in advance. rfcarotindp the``��walls; copings, building structure or 7. Any condition (e.g., base flashing height or lack of counter lashing) ,tfiiaug I` I' (d)'?chemical attack on the membrane, that is not in accordance with the EverGuard Application and including?but not limited to, exposure to grease or oil; (e) failureof the Specifications Manual unless specifically accepted by GAFMC wood nailers.f3foF, ain attached to the structure; or in writing. No repre"sentativeremployee or agent of GAFMC has the authority to assume any additional liability or responsibility for GAFMC unless approved In writing ti :an>authorized Contractor Services Manager. GAFMC shall not be responsible for or liable for any change or amendment to the EverGuaf P roof specifications In regard to the construction of the roof described above, unless the change and/or amendment to the specifications is approved in writing by an authorized GAFMC Contractor Services Manager. NOTE: Any inspections made by GAFMC are limited to a surface inspection only, are for GAFMC's sole benefit, and do not constitute a waiver of any of the terms and conditions of this guarantee. ASSIGNABILITY You may assign this guarantee to a subsequent owner of this building for the remaining term only if: 1) the request is in writing within 60 days after ownership transfer, 2) you make any repairs to the EverGuard' Roofing Materials or other roofing or building components that are identified by GAFMC after an Inspection as necessary to preserve the integrity of the EverGuard' Roofing Materials; and 3) you pay an assignment fee of $500. This Guarantee is NOT otherwise assignable by contract or operation of law, either directly or indirectly. LIMITATION OF DAMAGES; MEDIATION; JURISDICTION; CHOICE OF LAW THIS GUARANTEE IS EXPRESSLY IN LIEU OF ANY OTHER GUARANTEES OR WARRANTIES, EXPRESS OR IMPLIED, INCLUDING ANY IMPLIED GUARANTEE OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE, and of any other obligations or Iiability of GAFMC, whether any claim against it is based upon negligence, breach of guarantee or any other theory. In NO event shall GAFMC be liable for any CONSEQUENTIAL OR INCIDENTAL DAMAGES of any kind, including, but not limited to interior or exterior dam- ages and/or mold growth. The parties agree that, as a condition Precedent to litigation, any controversy or claim relating to this Guarantee shall be first submitted to mediation before a mutually acceptable mediator. In the event that mediation is unsuccessful, the parties agree that neither one will commence or prosecute any lawsuit or proceeding other than before the appropriate state or federal court in the State of New Jersey. This Guarantee shall be governed by the laws of the State of New Jersey, without regard to principles of conflicts of laws. Each party Irrevocably consents to the Jurisdic- tion and venue of the above identified courts. NOTE: This Guarantee becomes effective only when all bills for Installation and supplies have been paid in full to the roofing contractor and materials suppliers, and the Guarantee charge has been paid to GAF Materials Corporation. This guarantee is applicable only in the U.S.A. and must have a raised seal affixed to be valid. GAF MATERIALS CORPORATION 1361 ALPS ROAD, BUILDING 11-1 WAYNE, NJ 07470 By Authorized Signature Date @2008 GAF Materials Corporation • 6/08 COMTS700 Kenneth Arnold From: Yvette Alger c� ' Sent: Tuesday, December 29, 2009 3:07 PM To: Christopher Lestrange; Amy Mott Cc: Kenneth Arnold Subject: RE: Golden Corral Landscape Inspection Chris, [ERD is OK wrth the issuance of a temp CO I`Be ore they receive full CO,Yth64ollowing con it►ons must;be mefi Landscapmg msfalled/staked/irr_igated in accordance with -approved plans After the :fact tree=mitigation pr.,ovided at 4.1 for,l0a pme damaged due�to carlstruetton activities. _:•�� Yvet_tfEll From: Christopher Lestrange Sent: Tuesday, December 29, 2009 2:57 PM To: Yvette Alger; Amy Mott yJw Cc: Kenneth Arnold :.r Subject: RE: Golden Corral Landscape Inspection Any concern with issuing a temporary c.o. on this building tomorrow? Landscaping and drainage will be the only open inspections. From, Kenneth Arnold Sent: Wednesday, December 23, 2009 12:43 PM To: Christopher Lestrange Subject: FW: Golden Corral Landscape Inspection From: Yvette Alger Sent: Wednesday, December 23, 2009 12:24 PM ';. To: Eileen Norton; Kenneth Arnold Cc: Amy Mott Subject: Golden Corral Landscape Inspection �!s Building Permit Number: SLC-0811-0084 Address: 10753 S US1 Project name: Golden Corral Code: ?? (Denied) Reasons for denial: • Landscaping not fully completed per approved site plans • Some trees leaning/not properly staked • After -the -fact Mitigation required for 10" pine damaged due to construction activities (40" of mitigation required) Thank you, Yvette Environmental Planning Coordinator 1 r M Kenneth Arnold From: Lisa Campbell [Iampbell@cityofpsl.com] Sent: Tuesday, December 29, 2009 4:27 PM To: Lisa Campbell; Kenneth Arnold Cc: Rolando Nigaglioni; Laney Southerly; Project File; Christopher Lestrange; 'mailroom@skconsort.com' Subject: RE: 5063 Golden Corral Attachments: image001.jpg Ken, �Recor:d"regardrng�thelrFtur:nover packagetpriorzto ,the.releaserof thetfinal�COk., L -SA CAMPBEILL commervW DereJcpar nt ddanager Ugrny Systems Department 0 aE Ogden Lane -Fort St, Lucie, Florida 34983 Ph e: (7 2) 873-6400 - Fax (772) 973-6433 -Mail: Lcampb-.19@e11yofpsl.com From: Lisa Campbell Sent: Tuesday, December 29, 2009 3:46 PM To: 'Kenneth Arnold' Cc: Rolando Nigaglioni; Laney Southerly; Project File; Christopher Lestrange Subject: RE: 5063 Golden Corral Ken, There are some issues with the turnover package that we are working on with them, however, the hold up on the CO is we have not received FDEP clearance for the wastewater. � 1 LISA CAMPBE ,L. CozaaaaercW Devedopsateng Manager Utility 'y,sierns Deimittrient Wftity Eng.trreefng Division 0 SE Ogden Lame a Port St. Luoie., Florida 34983 Phone: (772) 87"400 - Fax: (772) 873-03 E.-'Mail: Loarnp l4r@oltyafpsl:= From: Kenneth Arnold [mailto:arnoldk@stiucieco.org] Sent: Tuesday, December 29, 2009 3:03 PM To: Lisa Campbell Cc: Rolando Nigaglioni; Laney Southerly; Project File; Christopher Lestrange Subject: RE: 5063 Golden Corral Lisa, Golden Corral is looking for a temporary CO from us tomorrow. Are there still issues with PSL Utilities? DEP? Please advise. Thanks, Ken From: Lisa Campbell[mailto:lcampbell@cityofpsl.com] Sent: Thursday, December 17, 2009 9:23 AM To: Kenneth Arnold Cc: Rolando Nigaglioni; Laney Southerly; Project File Subject: RE: 5063 Golden Corral Kenneth, They still need a fire flow test, removal of jumper, final connection, a final inspection, and need to complete the turnover process. All other inspections and tests have passed. Once these few items have been resolved, we will be able to release CO. ' . Lt A CAMPBELL Camaai,-rdpd Development Managar Utility Systems department } 01dity ginesring Division 00 $E Ogden Larne o Port St, Dole, Florida.'340 3 Phone: (772) 873-0400 e Fax: (772) $73-6433 E-!'alai!: Lcarnlr*,ifll ieflyo(,ps1 oom From: Kenneth Arnold [mailto:arnoldk@stlucleco.org] Sent: Thursday, December 17, 2009 9:13 AM To: Lisa Campbell Subject: Golden Corral �I Good morning Lisa, �l We are in the process of doing final inspections on the Golden Corral and before we get to the point of issuing a CO, I wanted to make sure that PSL utilities was OK with that. Please let me know if you have any concerns. Thanks, K e vuMth Arvi OW Building Code Supervisor Certified Building Official Certified Plans Examiner Certified Building Inspector (772) 462-2165 FAX-(772)462-6443 arnold4astlucieco.om Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and r or copying. Your e-rnail communications will be subject to public disclosure unless an exemption applies to the communication. if you received this ernail in error; please notify the sender by reply e-mail and delete all materials from all computers. Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and / or copying. Your e-mail communications vrill be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. JUL-30-2009 11:41 From:REYNOLDS J 7723372231 To: 77( -- 443 rp::5.34'�'33e P.2/2 h': 211r-.) r•OL+va V.LI . .. •1-V4+�.�w yrvi t .�,L1iC.1v County inspections 2300 'VirgWO A.vmue ri Fierce, FL 34982 (77-1) 462-�172 co-swr tucTION $f)'Lr0 _5 "C MV CONTROLPE. T CONTROL LXCIM, c�:� abor�eMdearribed apu,y�tttom for W�, the npd,ersipod,'br-C4bY certify that we htive prey etion. i ter�raus+ ics oaxkt f� a,�rdaiws w Ub the st=daxtls of the Natfond Pest Cautt P► - C ) sgtm re WE of . rottd 010ris;wed: , --�— .[ late Of tmt aw at.s �77�0q— . �, GYtt4 pfPr4;RGfl�7atJtFon 4%��'�. 42.1� mni 4 obslie pus+red ther resiatanr roreetive treas um Trmetmeru Cert4j£c nrgrt !' d t and tha,pMO." the,�ernta t t�Stab 4 � Amvidirsg a r.1,pyfor r nr the btdldina Aer frinthe jsti'�' :uCmGnl' thee prrsrluct usrd, idol* Qf the uadr per ilftm iloa 1UGatiors, ama trefa a: m"'I �sumbwnsb, IctiolL.Ar r ofgulkmv urerl,td Rtitabiis$aOrjif.lotto; p evelaianFsusdd,usnt Ifthrtsailch8►tslCal brurier »�tbod for lerrtrita pDriveway d c1 latod prior tofkAdl buddingaPPMM' axrxratM#Rfshall4 , 9 st �'xeaCmtrllt �a for C1D,ude cowtt�' q�tp5 f�►r the cgi axwl � e0vok, IW"ant'era' to be piaod an dw vxftz� k El PoolsItud dittos of a ppurA401". l`sG'x'i'Cx1�I1.CIfC �/ ...__ 2 Pari eter for FinalItspEC�Un +�� of NOM rtt�n or trash �^e4at ire fit: or rano+Ms,gand this foggy wdd3 fser s ntd�st bd dt EolttX11�t A#ts ettor at ilugoC# l or thtt b'Ah 'd jhe job bee, to bo Pu'44 r . bv00P,,,&Affe C s<' faGxa=: � R4r&rd6/ 3w#* J'UN-VI-2002 FPI 11e51AM TD: JUL-30-2009 11:41 From:REYNOLDS 7723372231 To:7T7-` S443 P.1/2 • _i Reynoirds FAX -Cover Sheiat 772-334-7007 FAX = (772) 337-2231 VVV . 1 �• :1 I . . . . . . . . . . . . 0C .�71 rr�f •"�' To: ST LUCIE BLDG. DEPT., 462-2243 SLC-0811-0084, MERCON CONSTRUCTION SOIL TREATMENT Thank you, BRIAN REYNOLDS RF:YNOI.i)S PEST MANAGENIRNT, INC'_ Number of pages (including cover) 2 Date sent 7130/2009 If there are any problems receiving this transmission please call (772) 334-7007 Tile inrolvthd6w tranarllkLed is inlellded only Pin' Ilia permOn Or mitiLy LO wl idi iL in drlth-ant l alld 111dy o1111dill olnrillellflal, ploplir.Wry, aril/nr privilrgrel mafrml. Any rrview, rrlrnlwnirriilu, dixwellindGoll nr nAler rLW. Or Or laking many :KeGnn in 1rli.un:r. upnn thin inGn'lnafion Ily prrwmx nr enfifirx aihrr Than the intended reopirnt in prohibited. lryou received this in error, please contact the vender and delete Lbe material frenl all LrompilLeri, or fax m.+01,111 _L A. M. ENGINEERING AND TESTING, INC. ' 590 N.W. MERCANTILE PLACE PORT ST. LUCIE, FLORIDA 34986 OFFICE: (772) 924-3575 FAX: (772) 924-3580 DENSITY OF SOIL IN PLACE Client: Mercon Construction Company 133 E. Pine Avenue Longwood, Florida 32750 Contractor: Client Site: Golden Corral,10753 US Highway 1 Port St. Lucie, St. Lucie County, Florida Footings / Column Pads Report Date: July 14, 2009 Project No.: PSL2248F Lab No.: 3 Technician: B. Leadley Page No.: 1 of 1 Permit No.: 0 81 1- 0 0 8 4 Test No. Date Tested Location Eleva- tion 00 Field Test Results PMaxor Dry Density ct) Compaction Pass/ Fail HCP HZO Dry Density (ct) Probe Depth (in) In Place (%) Min Req'd (%) 1 7/10/09 Footings at Grid Line J-1 0-1 9.6 107.6 12 108.4 99.3 95 P 2 Footings at Grid Line C-1 0-1 10.4 108.1 12 108.4 99.7 95 P 3 Footings at Grid Line A-2.5 0-1 10.0 107.7 12 108.4 99.4 95 P 4 Footings at Grid Line L-4 0-1 11.2 107.4 12 108.4 99.1 95 P 5 Footings at Grid Line K, North Side 0-1 9.6 108.1 12 108.4 99.7 95 P 6 Footings at Grid Line B, North Side 0-1 9.1 107.2 12 108.4 98.9 95 P 7 Column Pads at Grid Line C-2 0-1 8.9 106.9 12 108.4 98.6 95 P 8 Column Pads at Grid Line H-4 0-1 10.41 107.7 12 108.4 99.4 95 P 9 Column Pads at Grid Line J-2 0-1- 11.2 108.2 12 108.4 99.8 95 P Remarks: • Elevations are below bottom of footing. • Field density tests were performed in general compliance with ASTM D6938, Density of Soil in Plac- b ;Nuclear Methods. • Hand Cone Penetrometer (HCP) tests, in conjunction with information about the soil type, are empiric related to the relative density of the subsurface soils. • Laboratory Proctor maximum dry density was determined in accordance with ASTM D 1557. e Distribution: Reviewed by: Client - 2 A. M. ENGMEWG: AND TESTING, INC. Paul C. Martin, P.E._ PCM/ah Florida Registration No..65051 llServer-anelcompanyUMDatalMercon Construction Company - Golden Corral, 10753 U.S. Nivy. 1, PSL - PSL22481FoundationU - Footings & Column Pad - Den. A. M. ENGINEERING AND TESTING, INC. ` 590 N.W. MERCANTILE PLACE PORT ST. LUCIE, FLORIDA 34986 OFFICE: ' (772) 924-3575 FAX: (772) 924-3580 DENSITY OF SOIL IN PLACE Client: Mercon Construction Company Report Date: July 8, 2009 133 E. Pine Avenue Project No.: PSL2248F Longwood, Florida 32750 Lab No.: 2 Contractor: Client Technician: B. Leadley Site: Golden Corral,10753 US Highway 1 Page No.: 1 of 1 Port St. Lucie, St. Lucie County, Florida Permit No.: 0 81 1 — 0 0 8 4 Foundation Fill Test No. Date Tested Location Eleva- tion (ft) Field Test Results PMaxor Dry Density (cf) Compaction Pass/ Fail 7HCP�2.0Density Dry ( cf) Probe Depth (in) In Place (%) Min Req'd (%) 1 7/6/09 Southeast Area 0-1 70 1 1 98+ 98 P 2 fill 1-2 75 1 13.21 106.9 12 108.4 98.6 98 P 3 Northeast Area 0-1 80 1 1 98+ 98 P 4 fill 1-2 80 12.8 107.9 12 108.4 99.5 98 P 5 Center Area, South Side 0-1 80 98+ 98 P 6 fill 1-2 80 12.5 107.9 12 108.4 99.5 98 P 7 Center Area, North Side 0-1 85 98+ 98 P 8 fill 1-2 80 11.71 108.4 12 108.4 100.0 98 P 9 7/7/09 Southwest Area 0-1 80+ 1 98+ 98 P 10 fill 1-2 80+ 8.5 108.1 12 108.4 99.7 98 P 11 Northwest Area 0 - 1 80+ H94107.6 98+ 98 P 12 fill 1-2 80+ 12 108.4 99.3 98 P Remarks: • Elevations are above stripped surface. • Field density tests were performed in general compliance with ASTM D6938, Density of Soikin_Oplace by Nuc ear Methods. • Hand Cone Penetrometer (HCP) tests, in conjunction with information about the soil type, area C.&ically c lated to the relative density of the subsurface soils. `� ✓ .<� • LaboratoryProctor maximum dry density was determined in accordance with ASTM D1557.r G' y ty Distribution: Reviewed by: Client - 2 A. M. EN(I:NFESRT]G-AND")l Il D al . Moler, P.E. DWM/ah Florida Registration No. 60675 IlServer-amelcompanyLlMDatalMercon Construction Company - Golden Corral, 10753 U.S. Hu'ly. 1, PSL - PSL22481Founda1ion12 - Foundation Fill - Den. Code Compliance Division 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone: (772) 462-2172 Fax: (772) 462-6443 http://www.stlucieco.org/public—works/permitting:htm Issued: 06/29/2009 Job Location: 10753 S U S 1 Permit Type: Building Commercial Job Description: BUILDING PERMIT Conf #: 697 Permit #: SLC- 0811-0084 City: PORT ST LUCIE VEW CONSTRUCTION OF A 11,417 SQ FT BUFFET AND GRILL RESTAURANT, GOLDEN CORRAL Page 1 S/D St Lucie Gardens S/D Lot: 4 Block: 4 Parcel: 3414-501-5004-300/4 Contractor MEHRDAF MORADI MERCON CONSTRUCTION CO (407) 260-6710 133 E PINE AVE Property Owner PARS PROPERTIES LLC LONGWOOD, FL 32750 PO BOX 574233 ORLANDO, FL 32857 (407) 432-4794 Setbacks Left: 247.00 Right: 19.20 Front:25.10 Rear: 404.00 Zoning: CG Number of Units: 1.00 Floors: 1 Buildings: 1 Square Footage: 11,416.00 Minimum Floor Elevation: Flood Map: 295F Flood Zone: X Elev: Permit holder acknowledges through acceptance of this permit that separate permits must be obtained as required by the Florida Building Code including those for all electric, plumbing, mechanical, roofing, and structural work. Further, he/she acknowledges responsibility to comply with all requirements of the 2004 Florida Building Code. NOTICE: In addition to the requirements in this permit, there may be additional restrictions applicable to this property that may be found in the records of this County, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. s:553.79(10), F.S. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR BUILDING IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. s.713.135, F.S. Christopher Lestrange Building Official Date For Automated Inspections, Call (772) 462-1261 For Questions, Call (772) 462-2172 St. Lucie County Land Development Code Section 11.05.01 (A) (2) states; Building Permits shall expire and become null and void if work authorized by such Building Permit is not commenced, having called for and received a satisfactory inspection, within six (6) months from the date of issuance of the permit, or if the work is not completed within 18 months (permit by contractor) or 24 months (permit by owner) from the date of issuance of the Building Permit. ,JUy--1=1-2002 12:04P FROM: TO:3347338 P:2f2 .•,�—uva. �.,,vuiv� r-Hl7G C11/CJl t Ludo County Iuspectious 2300 Virginia Avenue Ft Pierce, FL 3498� (772) 462-2172, CERTIFICATE ICA TE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT IT # C'N�l .TOE ADIDRM G? 1 Jo 05 gu-. % BUJ) -, `�-C is 7 f'� PEST CONTROL T CONTROL mub Wo-' the unders'gaed, hereby cerU% that `ve have pretl wted the above -described constructJort for subterraneam ter xWt" W acwrtlouce with We SUMdards of the National Pest Cobttrol Ast;odationt. t4 xe feet of arm treated. 1�.. � Chemicals used: c pt /e (A) L 0," �5 Percentage ar£ solutq�yay: �/v TOW gallons used. .176 Jute of treatrr4enta `7 10 ��-M� TiWe of Tit: / ' 1 I FWfing xIst Treatment LJ Retreat VOC104,2.6 eats ofproteative TiVafmvntforprevendon o%term& a. h weather resistant jobsite ping board shall be provtaled to receive El Slab duplk4u Preatmeru Cert{fwxes as each required protective treatmeru is complaa,� pravidiRg a cxopyAr th6 person dWpermrn is issued to arrd ® Ist Treatment mWAer cope far the building pamWJries. 7Aa rreatment Cen&ate sha11 - treaproduct provide the used identity bf the a,�O1lCt7tor, tiilte and date of the Ll Driveway trerttm snt, site 100'a on, area treWC4 ohml,Aa1 u O,4 PIVrWont orHrat rWign 114141,11e1"of8allons used, td estwablith a vert#%ble record gfproteater. Q Ist I']neatzr]teAt trwJmaent, If the 00 chemical brasier Method for termite prevention is used %:heal e=rlor tr*aPnpt shat( be completer! prior to firm! buadtn Re -treat . 8[��(�t?� `St l� de Cow)q regvdres for tote ll�oW IngnCtIon for Co, a pe =i4A' a#r*r td be planed ort tote �ltddcal #heel box cover, Just! g akl the U 16t TreatmWit treatments and dads og nopllcauo" 13 Re -that 13 mer 16t Tmat,Ment Re-t-eat ® VeriWetcr for Final Inspection c�0��'�'r �a�aaa#u�re Qf e�t�eor�aub>�taz 2"hc ust be "OnWkted form for eacfi regrtiredtre ent orre-0eatment and this form muRt ba on s1f* try he picked uP by ,ate etor at to df 0�wh inypfeOon or the scheduled trspec&a wffr SUN-1,1-2002 FRI 11:SIAi ZQ: PL](4:7 .. 1 Lydia Galbraith From: Christopher Lestrange Sent: Wednesday, June 24, 2009 3:52 PM To: Lydia Galbraith Cc: Mike Halter Subject: RE: Golden Corral Constructible Review -Pervious Pavement VS impervious Pavement at the parking lots- Acceptance of Modifications- FW: Emailing: 2009-04-01 SFWMD ERP issued 081121-1—PERM IT 475883.pdf- Yes. I gave the sealed original to Michael for the Stormwater Permit file. -----Original Message ----- From: Lydia Galbraith Sent: Wednesday, June 24, 2009 3:42 PM To: Christopher Lestrange Subject: FW: Golden Corral Constructible Review -Pervious Pavement VS impervious Pavement at the parking lots- Acceptance of Modifications- FW: Emailing: 2009-04-01 SFWMD ERP issued 081121-1_PERMIT 475883.pdf- Chris, Did you receive the letter? Are we ready to issue? Lydia -----Original Message ----- From: Linda Buchanan Sent: Wednesday, June 24, 2009 10:29 AM To: Michael Powley; Lydia Galbraith Cc: Susan Cosentino Subject: RE: Golden Corral Constructible Review -Pervious Pavement VS impervious Pavement at the parking lots- Acceptance of Modifications- FW: Emailing: 2009-04-01 SFWMD ERP issued 081121-1_PERMIT_475883.pdf- Lydia: Susan is hand delivering this certified original letter to Chris LeStrange. -----Original Message ----- From: Michael Powley Sent: Wednesday, June 24, 2009 8:52 AM To: Lydia Galbraith Cc: Linda Buchanan; Susan Cosentino Subject: RE: Golden Corral Constructible Review -Pervious Pavement VS impervious Pavement at the parking lots- Acceptance of Modifications- FW: Emailing: 2009-04-01 SFWMD ERP issued 081121-1_PERMIT_475883.pdf- Hello Lydia, No, I have not received the hard copy letter. I will ask for help in catching it when it comes in. Thanks. Michael Powley County Engineer Ext. 1667 -----Original Message----- 1 i From: Lydia Galbraith Sent: Wednesday, June 24, 2009 8:46 AM To: Michael Powley Subject: RE: Golden Corral Constructible Review -Pervious Pavement VS impervious Pavement at the parking lots- Acceptance of Modifications- FW: Emailing: 2009-04-01 SFWMD ERP issued 081121-1_PERMIT_475883.pdf- Importance: High Good morning Mike, What is the status of the Golden Corral? Did you receive the sealed letter? Are we ready to issue the building permit? Please let me know, Thanks Lydia -----Original Message ----- From: Michael Powley Sent: Friday, June 19, 2009 4:22 PM To: 'Gabe.Henehan@kimley-horn.com' Cc: Natasha Taylor-Saenz; Mike Halter; Lydia Galbraith; Linda Pendarvis; Don West; John Frank; Ron Harris; Christopher Lestrange Subject: RE: Golden Corral Constructible Review -Pervious Pavement VS impervious Pavement at the parking lots- Acceptance of Modifications- FW: Emailing: 2009-04-01 SFWMD ERP issued 081121-1_PERMIT_475883.pdf- Gabe, Thank you very much for the letter. It will do nicely. Please forward a hard copy and we can get the Building Permits approved. Again, thank you for your help. Michael Powley County Engineer Ext. 1667 -----Original Message ----- From: Gabe.Henehan@kimley-horn.com [mailto:Gabe.Henehan@kimley-horn.com] Sent: Thursday, June 18, 2009 2:24 PM To: Michael Powley Cc: Natasha Taylor-Saenz; Mike Halter; Lydia Galbraith; Linda Pendarvis; Don West; John Frank; Ron Harris; Christopher Lestrange Subject: RE: Golden Corral Constructible Review -Pervious Pavement VS impervious Pavement at the parking lots- Acceptance of Modifications- FW: Emailing: 2009-04-01 SFWMD ERP issued 081121-1_PERMIT_475883.pdf- Mike, I appreciate your response. We certainly would like to resolve this discrepancy in the easiest manner possible. Please find attached a letter, signed and sealed by myself illustrating what you describe below as the short option. Please let me know if this satisfies the County's needs related to the pervious pavement. A hard copy original will be sent or hand delivered by tomorrow. Regards, Gabe Gabe Henehan, PE E 10521 S.W. Village Center Dri;;'� Suite 103 Port St. Lucie, FL 34987 772-345-3800 office 772-286-0138 fax gabe.henehan@kimley-horn.com **************************************************** This e-mail from Kimley-Horn and Associates, Inc. and any files transmitted with contain confidential information. It is intended solely for the individual named above. If you are not the intended please notify the sender and delete it immediately. Any other use or distribution prohibited. -----Original Message ----- From: Michael Powley [mailto:powleym@stlucieco.org] Sent: Wednesday, June 17, 2009 5:35 PM To: Henehan, Gabe Cc: Natasha Taylor-Saenz; Mike Halter; Lydia Galbraith; Frank; Ron Harris; Christopher Lestrange it may recipient, is Linda Pendarvis; Don West; John Subject: RE: Golden Corral Constructible Review -Pervious Pavement VS impervious Pavement at the parking lots- Acceptance of Modifications- FW: Emailing: 2009-04-01 SFWMD ERP issued 081121-1_PERMIT_475883.pdf- Hello Gabe, As I am sure you are aware the issue for us is that the plans submitted for Constructability Review are in not in conformance with the plans approved the BoCC. There are two ways this can go - one shorter and quicker than the other. Please advise on your preference. The easiest one is for you to provide formal correspondence on KH&A Letterhead stating basically what you have shared in your email: that the storm water system has not been modified from the originally -approved site plan and is sized as if the pervious areas are impervious. At some point, pervious concrete becomes plugged with sand grains and the flow through it is greatly reduced. Without adequately sized storm water treatment areas, ponding areas can become flooded areas. The letter should be signed and sealed and will be incorporated into the project file. Conversely, you could submit, per our LDC, your pervious concrete material for review. Per our code, all pervious materials must be approved by the County Engineer. As I already indicated, I am concerned that the pervious concrete will become plugged (generally after only a couple of years) without regular methodical maintenance. The county building parking lot was constructed of pervious concrete about 1980. After a few years, I understand its performance suffered greatly. About seven or eight years ago, we had to construct an after - the -fact drainage system in the north portion of the parking lot. The western portion has not yet been done and floods regularly. I would also be more than happy to consider any other materials you might choose to submit. This last option has a much longer time line associated with eventual approval as successive materials may need to be evaluated before an acceptable one is identified. Michael V. Powley, P.E. 3 County Engineer � St. Lucie County Engineering Division 2300 Virginia Avenue Room 229 Fort Pierce, Florida 34982 Note - New email: powleym@stlucieco.org Telephone 772.462.1707 -----Original Message ----- From: Natasha Taylor-Saenz Sent: Wednesday, June 17, 2009 3:58 PM To: Michael Powley; Mike Halter; Linda Pendarvis; Lydia Galbraith Subject: Golden Corral Constructible Review -Pervious Pavement VS impervious Pavement at the parking lots- Acceptance of Modifications- FW: Emailing: 2009-04-01 SFWMD ERP issued 081121- 1_PERMIT_475883.pdf- FYI and directions. Thanks, Natasha Taylor-Saenz -----Original Message ----- From: [mailto:Gabe.Henehan@kimley-horn.com] Sent: Wednesday, June 17, 2009 3:31 PM To: Natasha Taylor-Saenz Subject: Emailing: 2009-04-01 SFWMD ERP issued 081121-1_PERMIT_475883.pdf Per SFWMD's recommendation, we should consider using pervious concrete to help reduce the pollutant loading to the north fork of the St. Lucie River which is an impaired water body. The stormwater calculations do not rely on any percolation by the pervious concrete. In fact, the stormwater calculations treat all pervious concrete areas as impervious areas for the purposes of simulating stormwater runoff and volumes within the proposed ponds. The attached issued ERP shows the plans with pervious concrete. I believe the site plan was approved prior to the SFWMD permit being issued. During a time when the site plan was approved and the SFWMD permit was issued, the water management district changed their permit rules for all impaired water bodies. As a gesture of good faith on behalf of the applicant, they decided to place some amount of pervious concrete on the site to attempt to reduce the nutrient loadings from the development, even though there is no enforceable rule in place by the district at this time. The State wide uniform treatment rule, expected to be adopted in 2010 will require all sites to perform a nutrient analysis, but when this project was permitted, it was not required, but in the spirit of sustainable design, the applicant chose to add some pervious concrete. Thanks, Gabe Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and / or copying. Your e-mail communications will 4 be subject to public disclosu,rt;`unless an exemption applies to tip.: communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and / or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error,, please notify the sender by reply e-mail and delete all materials from all computers. Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and / or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and / or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and / or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and / or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. 47 Please Note: Florida has very'L,jr�,>ad public records laws. Most wr�-�ren communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and / or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and / or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. 6 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3358960 OR BCw-----101 PAGE 1009, Recorded 06/19/2009 ,01:43 PM /�• �n� NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement wgl be made to cermin real pmperty, and in accordance with Chapter 713, Florida Stems the following information is provided in the Notice / 5 of CommencementJ' 1. DESCRnMON Of PROPERTY (Legal description and street address, if avat'lable) TAX EOL10 NUMBER: s7 7 (/ J 1 �/j • SV 0 k • ---,>Oo- y sDRD1vmoN P1 t. C 9• A5 Qt��Wooi; / TMcr LOT--5-/ Do 11MT 7. Persons within the State of Florida designated by Owner upon whom notices or other documents maybe served as provided by Section 713.13 (1) (a) 7., Florida Statutes: NAM& ADDRESS AND PHONE NtRb M a. 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), FloridaStatma NAM$ ADDRESS AND PHONE NObIDER: date of notice of commencement (the expiration date is 1 year from the date of recarding unless a different date y .7A_ Owner's A�q-thi State ofFlorida ' County of S t. Lucie The foregoing instrument was acknowledged before me this _ day of 20 e g BY yf,-C-S0%N 6LAVEL as �jJC (name ofperaog� � (type o officer, authority.... e.g. ocer, trustee, attorney in fact) For y� DS5 gt p I (A.' — ) ov'm-3a,� 57 (name of party on behalf whom instrument was executed _ Personally known or_Jpmduced the following type of identificadom (Signature otaryPublic) St. Lucie County Building -& Zoning 2300 Virginia Ave Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY . (� e Ccrvnk(LL( )6F)(\ ' will be using the following sub -contractors for'the (Company/Individu%YNaame) project located at —1 (Street aQr`ess or Property Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise "the Building and Zoning Department of St. Lucie County. Name of Company/Contractor St. Lucie County/ State of Florida License Number' rpecal ��X CZ c�- `u t�� n A � bLi HVAC/ ' Mechanical hGvl�C?5 F)/(C Roofing 11 (0\ Gas PERMIT ISSUE DATE: NUMBER: ST. LUCIE COUNTY PUBLIC WORKS ,y BUILDING & ZONING DEPARTN[ENT • F OR►OP` . BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (if appiicabl* R K QMC�i -I 2+ ,4 ee i CRn � I era' V j �� 1 GeS have agreed to be the /—( (Company Name/Individual Name) eGLe=[,c0- _ sub -contractor for Mercon Construction Company, Inc:. (Type of Trade) (Primary Contractor) for the project located at 10753 US Highway 1 (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) Business Name: Address: City/State/Zip: Phone: ITQQ(�� pni, u `� Q PRINT E DATE Amen coo OFFICE USE ONLY: PERMlT # ISSUE DATE g ST. LUCIE COUNTY PUBLIC WORKS i BUILDING & ZONING DEPARTMENT ��ORIOP BUILDING PERMIT SUB -CONTRACTOR AGREEMENT P St. Lucie County Contractor Certification Number: State of Florida Certification Number (if applicable): L o a have agreed to be the .(Company Name/Individual Name) sub -contractor for (Type of Trade) (Primary Contractor) for the project located at (Project Street Address or Property Tax #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ATITRES A SIGNA Business Name: Address: PRINT NAME "N` City/State/Zip: rV A '--L- _,�--D `l71 Phone: I -VI S;t j i- email: OFFICE USE ONLY: r ', S O'A DATE G ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT '� O>ilo4 BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number pf appvcabic):- //51a1W,9- s 'G f 22 v i ey e. have agreed to be the (Company Name/Individual game) wenfllw,e-, 6 sub -contractor for Mercon Construction Company, Inc. (Type of Trade) (Primary Contractor) for the project located at 10753 US Highway 1 (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing. a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) Business Name: Address: City/State/Zip: .Phone: 32-IV1,, • SM6 ." email: OFFICE USE ONLY: PERMIT # ISSUE DATE to id zoos' D TE ca"1 c �y ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT • F<OR10P BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: ,z r State of Florida Certification Number (If applicable): �Q L4 tom)) L . -7- tll ��5 have agreed to be the (Company Name/Individual Name) sub -contractor for Mercon Construction Company, (T of Trade) (Primary Contractor) for the project located at 10753 US Highway 1 (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice, (Form: SLCCDV N'o. 004-00) BUSINESS QUA FIER (Name of the Individual shown on the Contractor's License) J 1 6Z� PRINTNAME DA E �% %l RI Address: \_,/_'��jJ /0�� J �' City/State/Zip: .Phone: 02�/ -�� 7 email: OFI+'ICE USE ONLY: PERMIT # ISSUE DATE Inc'. NINE TECH REVIEW CHECKLIST J �KcSIDENTIAL &/OR COMMERCIAL DATE TECH: 1UNNUNwo PAGE 1 OF 3 APPLICATION 0 K MISSING NOTES A. ADDRESS B. S/D - SITE PLAN NAMES C. PROPERTY TAX ID & LEGAL DESCRIPTION MATCH- Lel D. LOT & BLOCK NOS. E. PARCEL SIZE & LOT DIMS F. DESCRIPTION OF ACTIVITY V' G. TYPE OF CONSTRUCTION H. ACTUALSETBACKS (/ I. PROPOSED USE L.D.C. CHAPTER 3) PERMITTED? CONDITIONAL? IS VARIANCE REQUIRED? Y N J. SQ. FT. OF CONSTRUCTION di K. VALUE OF CONSTRUCTION L. OWNER INFO (MATCHES GEO M. CONTRACTOR INFO N PAGE 3 SIGNATURES & NOTARIES O: OFFICE USE PAGE COMPLETED ZONING EASEMENTS FCC CODE IMPACT FEES REVIEW SIGNATURES . APPLICATION DOCUMENTS: A. GEO B. RECORDED WARRANTY DEED V C. LAND CLEARING PERMIT # OR COPY OF D. FILLED LANDS AFFI.%ZrllNA M Jr APPROPRIATE SUB FORMS - ORIG SIG'S M` • F. SUB SUMMARY N �. G. N 0 C H. MISC: OWNER BUILDER AFFI'S GROUND SIGN LANDSCAPE AFFI GUEST HOUSE AFFI UTILITY RECEIPTS OTHER DATE TECH: DIMENSIONAL CONFORMITY: 44CA rig SITE PLAN: l Y^y ZONING TECH REVIEW CHECKLIST RESIDENTIAL WOR COMMERCIAL PERMIT # PAGE 2OF3 OK MISSING NOTES ZONING MIN LOT SIZE I% MIN ROAD FRONTAGE MIN LOT WIDTH SETBACKS ✓ BASE BUILDING LINE MAX LOT COVERAGE MAX HEIGHT IF PROPERTY DOES NOT MEET ANY OF THE ABOVE CRITERIA, CHECK FOR NON- CONFORMING LOT OF RECORD RESEARCH. IF PROPERTY DESCRIPTION DOES NOT MATCH PROPERTY APPRAISERS DESC OR MAP, LOOK FOR LEGAL LOT SPLIT OK MISSING NOTES RAISED SEAL BY SURVEYOR PROPERTY MATCHES ALL DESCRIPTIONS HEALTH DEPARTMENT STAMPS 2 SURVEYS & 2 FLOOR PLANS EASEMENTS ORIENTATION OF BLDG MATCHES PLANS VERIFY FLOOD ZONE BUILDING DIMENSIONS SHOWN ✓ FFE SHOWN ✓ COPIES OF APPROVED SITE PLAN COPIES OF RESOLUTIONS V' HAVE CONDITIONS BEEN MET? U LAND DEVELOPMENT CODE COMPLIANCE: CHAPTER 4 - OVERLAY ZONE CHAPTER 6 - ENVIRONMENTAL CHAPTER 7- PARKING LANDSCAPING STORMWATER SUPPLEMENTAL STANDARDS CHAPTER 8 -ACCESSORY USES & STRUCTURES NOTES ZONING TECH REVIEW CHECKLIST RESIDENTIAL WOR COMMERCIAL DATE PERMIT # TECH: PAGE 3 OF 3 LAND DEVELOPMENT CODE COMPLIANCE: OK MISSING NOTES (CONTINUED) CHAPTER 9 - SIGNS (CHAPTER 10 - NONCONFORMITIES/ VARIANCES CITY VIEW - DATA SCREENS PLEASE DOUBLE CHECK ALL PERMIT SCREENS TO BE SURE ALL OF THE INFORMATION IS AS COMPLETE AS POSSIBLE. EVEN THOUGH YOU MAY BE WORKING ON A PERMIT FOR AN ACCESSORY STRUCTURE, USE.IT AS AN OPPORTUNITY TO UPDATE THESE SCREENS, ESPECIALLY THE PROPERTY INFORMATION PAGE, SOME OF THE ITEMS FREQUENTLY OVERLOOKED ARE: LOT SIZE (IN SQUARE FEET) OR BOOK AND OR PAGE LOT AND BLOCK NUMBERS FLOOD ZONE UTILITY PROVIDERS LEGAL DESCRIPTION PROPERTY OWNER PHONE #'S PERMIT PAGE 1 CHECK PERMIT -TYPE & FCC CODE TO BE SURE THEY ARE COMPATIBLE CONTRACTOR PHONE & FAX #'S UNITS, FLOORS, BUILDINGS, BEDROOMS, BATHROOMS SETBACKS CLEAR JOB DESCRIPTION VALUATION - PAGE 2 IMPROVEMENT AND EXISTING SQUARE FOOTAGE REVIEWS - PAGE 3 BE SURE THAT ALL PERMITS ARE TRACEABLE WITH CORRECT REVIEW TYPES AND DATES RECEIVED, COMPLETED AND FORWARDED FOR THE NEXT REVIEW STEP FEES/PAYMENTS PAGE 4 DOUBLE CHECK THE FEE TYPES AND AMOUNTS REVISED 6/19/06 (DF) ST LUCIE COUNTY IMPACT FEE CALCULATION SHEET COMMERCIAL APPLICATIONS DATE It I,Q ` PERMIT # a it OQf -{ FEEPAYER _ ADDRESS IMPACT ZONE �a� nL• 4 THE IMPACT FEE CALCULATED HEREIN HAS BEEN DETERMINED BASED ON THE FEE SCHEDULE EFFECTIVE OCTOBER 1, 2007. ZONING/LAND USE FEE CATEGORY: SQUARE FOOTAGE: BASE UNIT: 1000 SQ FT •4Z. EACH ACRE SEAT (FACTOR) ROAD 11.41 @ $ '- o (� _ $ 34,y154• t4 3l1so. ctq PUBLIC BLDGS II, 42. @ $ 4QLi =5641•48 $ t$8©.4g FIRE/EMS 1 i . LtZ @ $ Lt$ 55b(-S4. LAW ENF U • L2 @ $ 6qU _ _ $ -1 ctl I • ib .......::............::::.: DATE FILED: PLAN REVIEW FEE: _ CONCURRENCY FEE: [tjjq RECEIPT NO.:� RECEIPT NO.: PERMIT NUMBER: (/ o I �' 00 PY CERT. CAP. NO.: ALL MUST BE COMPLETE & FILLED IN TO BE ACCCEY`1'�1� s {+y iv Avenue ty B ing and Zoning ftAIRED Ft. !Pierc , L 34982-5652 2-462-1553 AN,TJILDING PERNUT d 11, CERTIFIC TE of CAPACITUZONING COMPLIANCE PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: o A Cc� ca —753 //5• uS +-�cvT f�Of+ 5�-l.c e,`P 3 5 2. S/D NAME: �`} I—Lt i 2 �r� e1n.5 r' SITE PLAN NAME: C� o I GAn 3. PROPERTY TAX ID 4: 3 q j q 5or 5ab'1 3 00 4. LEGAL DESCRIPTION (attach extra sheets if necessary): 5. PLAT 6. PAGE 7. BLOCK 8. LOT BOOK NO NO. (��• Y 5-1s .c 1i J�3• 0 K, •� J3.O�O.rJ 1 �y , I 9. PARCEL SIZE: ACRES/SQ FT. 55 q 7 LOT DIMENSIONS 6 7 b X 3 S 7 ay 0 f o)! 10. DESCRIPTION OF CONSTRUCTION PROJECTOR WORK ACTIVITY: N Q- u7 U AGA f u cl" O f\ o 11. SETBACKS (ACTUAL) FRONT: 02�� ( BACK:RIGHT,Z LEFT SIDE SIDE l d 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) NEW CONSTRUCTION .[] EXPANSION/ADDITION [ ] INTERIOR RENOVATION [ ] RESIDENTIAL kj/ COMMERCIAL ' [ ] INDUSTRIAL [ ] OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: R e-6u Y a tA4— 14. Sq. FUCONSTRUCTION: I I I. t/ 1-7, 15. Sq. Ft. 1 st Floor: 16. VALUE OF CONSTRUCTION: $ I 50 0 00 0 The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application SLCCDV Form No.: 001-02 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY FILE # 3298468 OR BOI,'' 150 PAGE 88, Recorded 01/08/2009 ai —, 20 PM OWNOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and In accordance with Chapter 713, Florida Statues the following information is provided in the Notice of Commencement 1. nascrtip't'Ion or PROPERTY (Legal description and street address, if available) TAX FoLlo NUMBER: •Ste(• 5- y SO & SDBDIY .NJfZ&ejj-, r—I&J �A_ L 7 TRALT LOT=q UN 2, GENSRAL DESCRIPTION OF MROVEMENT: r a / • _. r • .ram r / 3, OWNER INFORMATION: e, Name r—TL7SSf - r �'I - t J t_ fj rvt •f+ b, Add. 8 / 5S3 L-j f:7P rove -be. Or G,&r, F` 3. d Name and addms of fm shnple ffihaldw (father than 4. CONTRACTOR'S NAM; ADDRESS AR PHON 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUM: 6. LENDER's NAME, ADDRESS AND PHONE NUMBER: pmpcY ' 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: NAME ADDRESS AND PHONE NUMER: S. In addition to himself or hcrscll Owner designates the following to receive a copy of the Manor's Notice as provided in Section 713.13 (1) (b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date Is. specified):. 20_ LA. M4 lgnsture of Owner or Print Name and Provlde Signatory's Title/Office Owner's Authorized Officer/Dlrector/Partner/Manager State ofFicrida Countyof S t . Lucie ,{� The foregoing instrument was acknowledged before me this u"'y 20 HY SSA1AV /)L�mJ�'-- as /%ih2A4 .L For ff r, e, attorney in fact) (name of party on behalf of whom instrument was executed) V,4/� . --? -->0 , 6 _ Personally known or_j_,fraduced the fallowing type of identification /'J A) • ble • .44 t� ?...�i AUDREY a. HUmpliFe l �Qll �ii Y idYCOIRESS arch a, 011 ( 'tureofNataryPublic) EXPIRES: March 0, 2011 fronded ihN Notary Puhk tsdennran Under Penalties of perjury, I declare that ve rea that the facts in it are true to the best of my knowledge and belief (Section 92.525. Florida Statutes). SI eturt(s) of Owners) or Owner(s)' Authorized OOieerlbdM irector/ Partneaaager who slened above: BY � � Sy!"/" aov,aa-09-0r (S.Itecmdin� STATE OF FLORIDA ST. LUCIE COUNTY THIS TO CERTIFY THAT THIS -IS TRU IAND CORRECT COPY OF THEA ORIIINAL. - Thursday, Nov 13, 2008 02:35 PM LEGAL DESCRIPTION The South 353.40 feet of the following described tract: LID WITHOUT THE SIGNATURE AND THE kL RAISED SEAL OF A FLORIDA LICENSED 'OR AND MAPPER. STEPHEN J. BRO.WN INC. -PHEN J. BROWN, PROFESSIONAL SURVEYOR AND MAPPER REGISTRATION NO. 4049, STATE OF FLORIDA Begin at the Southwest corner of Lot 4. BLOCK 4. Section 12, Township the South. of r 40 ecordedEast, in PIatJBook 1, CIE GARDENS, according plat there Page 35, St. Lucie County, Florida Public Records; thence run East on the South line of said Lot 4 of its Intersection run with the Westerly right—of—way line of Federal Highway thence Northwesterly along said WrungWestfa distaine nceaofi362.17 of 860.51 feet to a point; thence feet to a point; thence run South to the Point of Beginning, containing approxlmatety 5.47 acres. Date of field survey. 09/08/2003 NOTES: 1. Survey of description as furnished by Client. 2. Lands shown hereon were not abstracted for easements and/ rights—of—way of record. 3. All bearings are �referencedoto t relative thereto. he centerline of Delano Road, platted as N 00'1018 E, all 4. Elevations shown hereonrelative to National Geodetic Vert! Datum of 1929, and are based on 5. There are no above lrgrounurance Program m designation as indl ents, unless l ; 6. The Nation al Flood the F.E M.A. Map No. 1211 iC 02bas flood dated ele�atioln /1�l, A feet; locates the parcel in Zone subject to any scaling and interpolation factors associated with mapping of this accuracy. Z Underground foundations & utilities not located unless shown. ST. LUCIE COUNTY BUILDING & ZONING 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: 3414-501-5004-300-4 (Tax 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 0811-0084 , 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. Hossein (Fred) Olama Property Owner Name Property Owner Signature Date STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED BEFORE ME THIS �J DAY 201 , 9 BYSt h V O IS PERSONALLY KNOWN TO R WHO HAS PRODUCED AS IDEN W%&h1k 0 1� SIGNATURE OF NO ARY TYPE OR PRINT NAME OF NOTARY (SEAL) NOTARY PUBLIC TITLE COMMISSION NUMBER � mmmmmmmmmmmmmmmmmanmmmmmmmmmaemmmmemmmamemma L. CAMPBELL Comm# DD0548270 .fez Expires 8/21/2010 �N v �rf.17N..`FINt Florida NotaryAssn., Inc Fmm Omm0m0m080mmm00m an mmmm mmmmmmmm mm Bmmm...■mom® Property Appraiser - St.Lucie County, FL PROPERTY RECORD CARD <<Prev Next» Spec.Assmnt PARS Properties LLC Record: 1 of 1 Property Identification Site Address: SUS HWY 1 Sec/Town/Range: 12 :37S :40E Map ID: 44/12S Zoning: CG Ownership and Mailing Owner: PARS Properties LLC Address: PO Box 574233 Orlando FL 32857 Sales Information Date Price Code Deed 8/16/2005 1358000 01 QC 6/4/2004 1850000 00 WD 7/1/1987 950000 00 CV No Sketch Available ParcellD: Account #: Land Use: City/Cnty: Page 1 of 1 Taxes Exemptions Permits Home Print \dCIE p 3414-501-5004-300-4 �Gy 41415 h� Vac Comm ST. LUCIE COUNTY �. Legal Description ST LUCIE GARDENS 12 37 40 BLK 4 BEG SW COR LOT 4 BLK 4, TH RUN E ON S LI SD LOT 4 TO R/W US 1, TH NW More... Assessment Trim Total Land and Building Book/Page 2008 TRIM: 1667900 Land Value: 1667900 Acres: 5.47 2339 / 1038 Assessed: 1667900 Building Value: 0 1987 / 1124 Ag.Credit: 0 Finished Area: 0 SgFt 0551 / 1991 Exempt: 0 Taxable: 1667900 Taxes: 31775.34 BUILDING INFORMATION R Exterior Features View: - RoofCover: - RoofStruct: - ExtType: - YearBlt: Frame: Grade: - EffYrBlt: PrimeWall: StoryHght: - No.Units: SecWall: - Interior Features BedRooms: Electric: - PrmintWall: - FuliBath: HeatType: - AvgHUFI: 1/2Bath: HeatFuelt - Prm.Flors: - %A/C: %Heated: %Sprinkled: Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Land Use Type Measure Depth 1 1000-Vac Comm 330 -Sq Feet 238273 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.paslc.org/prc.asp?prclid=341450150043004 11/10/2008 NOTICE OF COMMENCEMENT 1 The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statues the following information is provided in the Notice of Commencement E1 1. DESCRIPTION OF PROPERTY (Legal description and street address, if available) TAX FOLIO NUMBER: � J � /�/ • �� (� C r9-!�` �/ armnnn-- - / — A /,�— /`.�i t%��-/1/ 7T U, c� v Z/ r UNIT GENERAL DESCRIPTION OF IMPROVEMENT: G'O.✓.ri'�f/Gi G' ©Le�C �✓ G'G22riL �3. OWNER INFORMATION: a.Name TA(,S b. Address $1 S -Xs Ln lr n 1r (h,y(r. e Interest in property • �Jy d. Name and address of fee simple titleholder (if other than Owner) A i...�,.......�..-_._ _.. _ — 10 PHONE S. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 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 (I) (a) 7., Florida Statutes: NAME, ADDRESS AND PONE NUMBER: 3. 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: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a di-fferent date is specified): . 20 WARNTNQ TO OWNER• ANY PAYMENTSMADE BY THE OWNER AFTER THE EXPM AT10N OF THA RCONSIDERED iMP PER PA E NOi( F ODaCEMETFR 71; PART rcvrrrn7a ",a , NT _�.,,-�R, r. M nu � r�:n tir coMMENCEMENT MU RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAINIT BE FINANC WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCINGING CONSULT F O WORK O IN -- y0 m NOTI F nr r D�tEN EMENT " nature ofof Owner or Print Name and Provide Signatory's Title/Office Owner's Authorized Officer/Director/Partner/Manager State of Florida County of St. Lucie The foregoing instrument was acknowledged before me this VLday of 20 Q % By S��%/V 1t�� . r LDs� (name ofperso (type o authority,... e.g. officer trustee attorney in fact) For T� 11� ( f��'ni�. , , (name of party on behalf of whom instrument was executed) Personally known or 'produced the following type of identification: di J (Signature �Otary Public) Under Penalties of perjury, I declare that I have read the foregoing and that the facts in it are true to the best of my knowledge and belief (Section 92.525, Florida Statutes). Signature(s) of Owner(s) or Owner(s)' Authorized Officer/ Director I Partaer/Manager who signed above: By •Z O ., BY Rev .08-09-07 (S.Recarding) 7 O U ~ U Z V 20 Y. v O �o Y o� Woo UZrnWo =7�(90 HUoao yWtoorfl WVV) Z 2JM0� 04 O UL 01- 00 _54 NOTICE OF VEGETATION REMOVAL PERMIT THE APPLICANT SHALL KEEP THIS NOTICE POSTED ON -SITE AT ALL TIMES DURING LAND CLEARING. Permit #: 20090607 FEE: $20500 Property Owner: Pars Properties,- LLC / Hossein Olama Project Name: Golden Corral Date Issued: 6/9/09 Date Expires: 6/9/10 Contractor: TBD Property Size: 5.47 acres PIN#: 3414-501-5004-300-4 Project Lo a on:,c ti Approx. LO 0' south of Port St. Lucie Blvd.: on, west side of.U.S I.,., Project Description:' Clearing of the property per Phase I of the approved site plan. _v Existing Conditions:- - 1, HABITAT a Uplands'-."'-,.,,.-,,, Pine flatwoods' Pf t.'None 'identified WI LDLIFE tortoise urtoWg'on-site 3 � SIGNIFICANT ARCHAEOLOGICAL OR HISTORIC FINDINGS `None Identified >7; ;�` ' 6.Z VEGETATION ,,:REMOVAL '-��."'P'rr"m,*q) t,'dlI "Ifi -_'pTyegdWi6n'-i& set 'o an e:,si e p ysfor _ the aasern YC ., &rvation"E' along the site, s western end is attached Phasifi,g"' pp. db" 6n plan), area pt6tecte, m temporary irrigation Phast, 2-'(fiifiiie to rqmaiA�undisturbed, Jexcept �,ppT-gppr6ii6d e development,area�:is "i'o,rem4iii-imdistdrb&d*i�ntilSt'.'.Liicie,'CoU*-approvdlbfP 9-2buildingpormits.." CONDITIONS. It""". General Conditions of Issuance: • If prehistoric or historic artifacts, such as pottery or ceramics, stone to ' ols or metal implement ' s, dugout canoes, or any other physical remains that could be associated with Native American cultures, or early colonial or American settlement are encountered at any time within the project site area, the permitted project should cease all activities involving subsurfabe disturbance in the immediate vicinity of such discoveries. The permittee, or other designee, should contact the FL Dept. of State, Division of Historical Resources, Review and Compliance Section at (850) 245-6333 or (800) 847-7278, as well as the appropriate permitting agency office. Project activities should not resume without verbal and/or written authorization from the Division of Historical Resources. In the event that -unmarked human remains are encountered during permitted activities, all work shall stop immediately and the proper authorities shall be notified in accordance with Section 872.05, Florida Statutes. Step 1 = installation of silt fencing for tortoise exclusion • Silt fencing, must be properly installed surrounding the tortoise* excavation area, prior to initiation of tortoise relocations. We recommend that a durable tortoise -exclusion silt fence. material be used, such as Beltech #935 silt fence (36 inches x 75 ft) with pre -attached HD oak stakes. The fabric is double -stapled to the stakes. It is made by Belton Industries, Belton SC, and the distributor is Pallen Industries in Conyers, Georgia (770) 922-1812 (Greg Pallen). • Fencing must be placed at least 25 feet away from all burrows'. An Environmental Consultant shall be on -site during all clearing and fencing activities, to ensure that foraging tortoises or tortoise burrows are not impacted. • Eastern indigo snake informational signs shall be posted in a visible location near the tortoise donor site's entrance, and educational brochures shall be provided to clearing contractors. 'I Step 2 = excavation of gopher tortoises per FWC Permit. • SLC ERD .Staff shall be informed at least two days in advance of the date/time of all gopher tortoise burrow excavation and relocation activities (please contact Yvette Alger or Amy Mott at 462-2526). • All burrows (both active and inactive) shall be completely excavated and any gopher tortoise and comensal species found shall be safely and humanely relocated .to the tortoise recipient site. • Per FWS Indigo snake construction precautions, a report shall be provided with the results of the tortoise burrow searches. If a snake is encountered during a tortoise burrow search then a description of the outcome for the snake` is needed Was the "snake`left iri ani intact burrow. 'Was the burrow excavated? If so, did the snake leave and where did it go? A site map with sighting locations marked would.be helpful. If no snakes are encountered,; a report should be submitted indicating that fact. The report should be sent to the,F.WS South Florida` Ecological Service's_Office (attention Eastern Indigo • Silt fence and flagging=shall r':emam'lughly visible throughout;the entire construction perioa, so inai equipmerit operators can see `the lunrts of permitted construction activity Silt,fence and flaggmg�shall remain in place until ai thonzatron from SLGERD staff or issuance of a certificate of occupancy • In. the event that any., protective barriers; are removed. or altered all land, clearing an& site alteration work will be stopped until the barriers are restored and any necessary corrective actions taken to repair or replant any vegetation removed or damaged as a result of these encroachments. • Areas outside of the silt fencing shall be maintained in their natural state so as not to alter the water and oxygen content of the soil and impair its natural function. • Please be sure that all on -site clearing personnel (and any other construction personel) are aware of the area that is approved to be cleared and that no impacts can occur outside of the approved construction area. • Eastern indigo snake informational signs shall be posted in a visible location near the construction entrance and educational brochures shall be provided to clearing and construction personnel. PLEASE NOTE: • THIS IS NOT AN AUTHORIZATION TO PLACE FILL ON� OR RE -GRADE PROPERTY. PLEASE CONTACT A PROFESSIONAL SURVEYOR TO DETERMINE IF YOUR PROPERTY IS AFFECTED BY OR LIES WITHIN A FLOODPLAIN. • THE PROPERTY OWNER AND/OR AGENT SHALL BE RESPONSIBLE FOR OBTAINING ALL APPLICABLE STATE AND/OR FEDERAL PERMITS. Yvette Alger, evW%rov,.vu.ewtPL Pl.avww%vi o OoordLnator 11 � LAND USE COM (ST. LUCIE COUNTY) ZONING: CO (ST. LUCIE COUNTY) S89'46'59"E —_moo a\ /,— I c I.a a L\� LLO C1+ yr nyu nl I zoo � i� i a7 Mo \ c1 Z^ a `01 I r awwx� a¢ I5 O? PI I It L A.. TT � 1 Do - � LAND USE: OSC (CRY OF PSL) W a: ZONING: OSC (CITY OF PSL) 1 LEGEND FUTURE RETAIL 7.000 S.F. FFE - 16.75 LAND USE: COM (5T. LUCIE COUNTY)'• a+�•. r ZONING: CO (ST. LUCIE COUNTY) I8.07 r.. _ i--y--r-- GOLDEN CO. 11,502 S.F. T765.36—��1; LAND USE: CG (CITY OF PSLJ ttt r I LAND USE: CG (CITY OF PSL)" ZONING: CG (CITY OF PSL) ZONING: CG (CITY OF PSL) SSITE DATA Pe, yywl0r , . 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EL�r,01UII0.LLET USF �TH ELS.1.111MEmR0 TSE]LbO�_-11-1IS L0.m�Ij MEL�MI (EEOWY�) 0 Z QZ o ?a 0, <a �a z Z 0 Q 0 V W 0 Z 'O V PROFCT N0. �` `•__ YPo SNEET NUYBFA r___] ,f 0A7159000 / 1 1 A Lvdia Galbraith From: Lydia Galbraith Sent: Friday, June 05, 2009 3:24 PM To: John Frank; Natasha Taylor-Saenz Cc: Michael Powley Subject: FW: Golden Corral Importance: High Hello John and Natasha, Mike Halter sent me to you to check on the "sign off" of the constructible plans. The other half of my question was answered. I need to know if Engineering signed off, so we can issue our building permit. Thanks, Lydia From: Jason Bessey Sent: Friday, June 05, 2009 2:47 PM To: Michael Powley; Lydia Galbraith Subject: RE: Golden Corral Thanks Mike, I can. However, Mr. Mike Halter, code compliance is the best contact for this notification. Just a response letter from DEP (or the a-noi equivalent) will usually suffice. Regards, Jason M. Bessey Stormwater Program Coordinator 2300 Virgina Avenue Ft. Pierce, FL 34982 (772)462-1668 From: Michael Powley Sent: Friday, June 05, 2009 2:41 PM To: Lydia Galbraith Cc: Jason Bessey Subject: RE: Golden Corral Hello Lydia, Jason Bessey oversees the NPDES compliance (correct me if I am wrong, Jason) so I have copied him on this reply. I believe he is probably the one to confirm Condition One or otherwise address your question. Michael Powley County Engineer Ext. 1667 1 From: Lydia Galbraith Sent: Friday, June 05, 2009 2:39 PM To: Michael Powley Subject: Golden Corral Importance: High Hello Mike, We are almost ready to issue the permit for above site plan. I would like to knIow if your department has signed off on condition one of the resolution, "the Florida Department of Environmental Protection, national Pollutant Discharge and Elimination System compliance Notice and constructible site plans." Please let me know, Thanks Lydia Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and / or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and / or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and / or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. ' Z ` Lydia Galbraith From: Linda Pendarvis Sent: Thursday, November 20, 2008 7:12 AM To: Lydia Galbraith Subject: RE: GM 08-007 Golden Coral PSL did sign off on it. The sign off is in the Siteplan file. From: Lydia Galbraith Sent: Wednesday, November 19, 2008 2:54 PM To: Linda Pendarvis Subject: GM 08-007 Golden Coral Importance: High Hello Linda, We have the permit in for the Golden Coral. I noticed that the property is in the area with the Interlocal Planning Agreement with Port St Lucie. Was the site plan discussed with them? If so do you have any type of letter or memo that they are ok with it? Please let me know otherwise I need to bring them a set of plans and the application for review. thanks, Lydia Lydia Galbraith From: Linda Buchanan Sent: Wednesday, November 19, 2008 1:08 PM To: Michael Powley Cc: Lydia Galbraith Subject: RE: GM 08-007, site plan for Golden Corral Lydia: The last time John Frank received plans for Golden Corral was January, 2008. From: Michael Powley Sent: Wednesday, November 19, 2008 11:45 AM To: Linda Buchanan Cc: Lydia Galbraith Subject: RE: GM 08-007, site plan for Golden Corral Linda, Please help determine if these plans were sent this way. Thanks. Michael Powley County Engineer Ext. 1667 From: Lydia Galbraith Sent: Wednesday, November 19, 2008 11:19 AM To: Michael Powley Subject: GM 08-007, site plan for Golden Corral Importance: High 'Hello Mike, We received the permit for above site plan. According to the GM order they need to submit a constructible site plan to enginereering during permitting review. Did they submit that to you? Please let me know, thanks Lydia 1 Lydia Galbraith From: Yvette Alger Sent: Wednesday, November 19, 2008 11:31 AM To: Lydia Galbraith; Jennifer L. Evans Subject: RE: site plan Golden Corral, GM 08=007 Hi Lydia, They do have an approved landscaping plan. They haven't yet applied for a Veg Permit and we haven't yet rec'd an executed CE (COA #4), gopher tortoise relocn permit (COAS), approved SFWMD permits (COA6). Yvette From: Lydia Galbraith Sent: Wednesday, November 19, 2008 11:21 AM To: Jennifer L. Evans; Yvette Alger Subject: site plan Golden Corral, GM 08-007 Importance: High Good morning ladies, We received the permit for above site plan. Just checking in with you to see what the status is for their conditions in the GM order. Were you able to issue a vegetation permit yet? Do they have an approve landscape plan? Please let me know, thanks Lydia I Lydia Galbraith From: Lydia Galbraith Sent: Wednesday, November 19, 2008 11:19 AM To: Michael Powley Subject: GM 08-007, site plan for Golden Corral Importance: High Hello Mike, We received the permit for above site plan. According to the GM order they need to submit a constructible site plan to enginereering during permitting review. Did they submit that to you? Please let me know, thanks Lydia 5't'� Cow "- • Code Compliance Division 2300 Virginia Avenue Alert Maintenance Ft. Pierce, FL 34982 Phone: (772) 462-2172 Fax: (772) 462-6443 ttp://www.stiucieco.org/public—works/permifting.ht PROPERTY•- • Parcel # 3414-501-5004-300/4 Jurisdiction St. Lucie County Permit # 0811-0084 Lists first permit on property. Reference only. Zoning I Commercial General Address S US HWY 1 PORT ST LUCIE 34952 Add Ale;r,, �= 4 Active Zoning THIS PROPERTY LOCATED VIVI- 10/31/2005 flanigend. , THIS PROPERTY LOCATED'1 10/31/2005 flanigend WITHIN THE PORT ST LUCIE INTERLOCAL PLANNING AGREEMENT AREA. ALL PERMIT APPLICATIONS MUST ALSO BE APPROVED BY THE CITY BEFORE ISSUANCE. 1. You must enter a number in the severity column to show the information. If it's blank, there will be no light to indicate that there is a message. 2. Please reference the permit # or permit type. When there is more than one permit, it's dfficult to determine what the message is referencing. i e J Sr51v7')lwryry7-,U4.�oo-d • �� (97, .1 va IAA Z/ ev Ali r�7 �JAI V Win'—S .. .. _ _ _ .._ _ \:; .,T,/ I S •ifs::. � - - i � � '`c. � . "Y: - . L-L`•:Y t. -�._ . `- ,�; A � y S✓ - ,. - .� ! . . � SA 1��. _`,+ � 4..'^t `.._ _\ .. � � ' sue. � ... ,L 35. J i _�� . .. ._ 'i - a .. _ - ,. ❑ _ ❑ Kimley-Horn 10521 SW Village Center Drive Suite Suite 103 and Associates, Inc. Port St. Lucie, FL 34987 TEL 772 345 3800 FAX 772 286 0138 t. Transmittal Date: November 20, 2008 Job Number: 041159000� Project Name: Golden Corral —US 1— SLC Building Permit No. 11-0084 To: Frank Williams -- St. Lucie County Building Permit Department 2300 Virginia Avenue Fort Pierce, Florida 34982 We are sending these by ❑ U.S. Mail ❑ FedEx ® Hand Deliver ❑ Other: We are sending you ® Attached ❑ Under separate cover the following items: ❑ Shop Drawings ❑ Prints/Plans ❑ Samples ❑ Specifications ❑ Change Orders ❑ Other: Copies Date No. Description Signed and Sealed Florida Energy Efficiency Code for Building 3 11-19-08 1 ' Construction — Florida Department of Community Affairs Form 400B-2004 These are transmitted as checked below: ❑ For your use ❑ Approved as submitted ❑ Resubmit ❑ Copies for approval ❑ As requested ❑ Approved as noted ® Submit ❑ Copies for distribution ® For review and comment ❑ Returned for ❑ Return ❑ Corrected prints Remarks: Frank, Here are the signed and sealed Energy calculations you requested for the Golden Corral US 1 project. Please let me know if you have any questions or if you need anything else. Thank you, Lisa Copy: Signed Lisa Leonard, P.E. Page 1 Code Compliance Division Review Comments 2300 Virginia Avenue Ft. Pierce,, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 http:l/www.stiucieco.org/public—works/permifting.htm PROPERTY INFORMATION Address: 10753 US 1 S City / State / Zi.p: PORT ST LUCIE FL 34952 Parcel # : 3414-501-5004-300/4 Jurisdiction: St. Lucie County Zoning: CG Lot # : 4 Block: 4 APPLICATION INFORMATION Permit Number: 0811-0084 Activity Type: New Permit Type: "Building Commercial CONTRACTOR INFORMATION Contractor Name:" JOHN W CADY Business Name: :'CONSTRUCTION BY J, INC Business Addr: 188 W! INI CHIME CT #204 City / State / Zil RALEIGH , NC .2761 Documents Missing Pending Page 1 Owner(s): PARS PROPERTIES LLC D 5 11/10/2008 3 Comment NEEDS ALL SUBS AND SUB SUMMARY 11/10/2008 5 Comment NO SEALS ON ENERGY CAL'S AND TYPED NAMES NOT SIGNATURES - NEEDS THREE TOTAL ONLY HAS ONE.. Fire Department Review Pending Notified for Pickup Pending Plans Examiner Review Incomplete Ed DeGennaro 12/10/2008 12/11/2008 2 Comment PROVIDE THREE COPIES OF MANUFACTURERS TRUSS & TJI PLACEMENT DRAWINGS, *** REVIEWED AND APPROVED BY ENGINEER OF RECORD *** Code Compliance Division 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1678 http://www.stlucieco.org/public—works/pen-nitting.htm Review Comments Page 2 12/11/2008 4 Comment PROVIDE THREE SIGNED AND SEALED COPIES OF ST LUCIE COUNTY PRODUCT REVIEW AFFIDAVIT FOR ALL CLADDING COMPONENTS, WINDOWS, DOORS, ROOFING, SIDING, SHUTTERS (ALL PRODUCTS LISTED ON DWG A5, EXTERIOR FINISH SCHEDULE) *** REVISED *** 12/11/2008 7 Comment SHOW ROOF COMPONENT AND CLADDING COMPLYING WITH FBC CHAPTER 16 12/11/2008 11 Comment PROVIDE MANUFACTURERS INSTALLATION DRAWINGS, INCLUDING ATTACHMENT METHOD FOR CEMENTITIOUS ROOF DECK PANELS, REVIEWED AND APPROVED BY ENGINEER OF RECORD *** THREE COPIES, SPAN IS 72" *** 12/11/2008 .12 Comment PLANS CAN NOT BE COMPLETELY REVIEWED AT THIS TIME DUE TO LACK OF INFORMATION 12/11/2008 13 Comment COMMENTS MAILED TO CONTRACTOR AND OWNER 02/04/2009 15 k Comment PROVIDE ROOF SYSTEM DESIGN FOR SINGLE PLY ROOFING OVER WOOD, INSULATED, MEETING 77.7 PSF ROOF CORNER ON SHEET S1 INCLUDING ENGINEERING, IF NECESSARY, AND GENERAL LIMITATION SHEET, PER FL APPROVAL #1259 AND MANUFACTURERS INSTALLATION DETAILS, THREE COPIES 02/04/2009 16 Comment PROVIDE ATTACHMENT DETAILS FOR OWENS CORNING SHINGLES, FL #3663.8, TO CEMENTITIOUS'ROOF DECK AND MANUFACTURERS INSTALLATION REQUIREMENTS *** ATTACHED TECHNICA BULLETIN FROM TECTUM; DOES NOT RECOMMENND SHINGLE ATTACHMENT DIRECTLY TO TECTUM ROOF DECK *** 03/27/2009 22 Comment CHANGE OF WINDOW AND'DOOR MANUFACTURER TO PHILLIPS SHOULD BE MADE OUT TO ST LUCIE COUNTY NOT TO THE CITY OF PORT ST LUCIE Zoning Review Incomplete 11/19/2008 11/19/2008 1 Comment YOU NEED TO PROVIDE 3 SEALED LANDSCAPE PLANS 11/19/2008 2 Comment YOU NEED TO PROVIDE THE SUB SUMMARY AND SUB AGREEMENTS FOR ELECTRICAL, PLUMBING, MECHANICAL, GAS AND ROOF. THE SUB AGREEMENTS NEED TO HAVE AN ORIGINAL SIGNATURE. 11/19/2008 3 Comment YOU NEED.TO PROVIDE 3 SEALED BOUNDARY SURVEYS s 11/19/2008 5 Comment YOU NEED TO PROVIDE A COPY OF THE APPROVED FDOT PERMIT 11/19/2008 6 Comment IS THE 8' WOOD FENCE SHOWING ON THE SITE PLAN AN EXISTING FENCE OR A PROPOSED FENCE. IF PROPOSED YOU ARE REQUIRED TO PULL A SEPARATE PERMIT. 11/24/2008 7 Comment YOU NEED TO APPLY FOR A VEGETATION REMOVAL PERMIT. 12/05/2008 8 Comment SEE CONDITIONS OF THE GM ORDER 08-007: YOU NEED TO SUBMIT THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION, NATIONAL POLLUTANT DISCHARGE AND ELIMINATION SYSTEM COMPLIANCE NOTICE TOGETHER WITH THE CONSTRUCTIBLE PLANS TO OUR ENGINEERING DEPARTMENT. 12/05/2008 9 Comment 12/05/08 FAX TO CONTRACTOR FORWARDED TO PLAN REVIEW TECHNICAL BULLETIN Attaching Shingles to TectumT^^ Roof Deck Rev. April 2oo6 TECTUM Inc. • P.O. Box 3002 • Newark, OH 43058 • www.tectum.com • 1-888-977-9691 Tectum I Roof Deck Tectum Inc. does not recommend the attachment of shingles directly to Tectum I Roof Deck. Overlay on Tectum I Roof Deck Nailable sheathing can be attached over Tectum I roof deck. Attachment method must.meet uplift requirements. and prevent movement of the sheathing down the slope. Attachment through, the deck to the structural supports is required. Shingles can be attached with nails appropriate for the applied sheathing. Tectum III/E/NS Roof Deck. Tectum composite panels, (Tectum III, E, and NS) use a code -recognized sheathing W16" OSB) as the top surface. Standard roofing nails are used for attachment of shingles to these panels. No additional sheathing is required. TM Trademark of Tectum Inc. •� TRANSMISSION VERIFICATION REPORT TIME 03/27/2009 12:56 NAME SLC CODE COMP FAX 7724626448 TEL 7724622963 SER.* BROE5J278861 DATE DIME 03I 27 12: 54 FAX NO./NAME- 919198700133 DURATION 00:01:25 PAGE(S) 03 RESULT OK MODE STANDARD ECM Code Compliance Division Review Comments 2300 Virginia Avenue FL Pierce, FL 34982 Phone: (772) 482-1553 Fax: (772) 462-1578 Page 1 http:/Aw4w.sflucleco.orgfpubile—worksfp@rTnitting.htm IsROP_'ERTY_I rFORMATION Address-, 10753 U S 18 City I State I Zip; PORT ST LUCIE Parcel # : 3414-501-5004-30014 Zoning: tray APPLICATION INFORMATION Permit Number: 0811-0084 Activity Type: New Permit Type: Building Commercial CONTRACTOR INFORMATION Contractor Name: JOHN W CADY Business Name: CONSTRUCTION BY J, INC Business Addr: 188 WINDCHIME CT#204 City I State I Z11 REVIEWS AND COMMENTS ReviewJYt7e Status Addressing Assignment ' Complete FL 34952 Jurisdiction: St. Lucie County Lot # : 4 Block: 4 RALEIGH , NC 27615 Ownegs): PARS PROPERTIES LLC Application Type: Master Permit wlsubs Other Activity: Storles: 1 Automatic Sprinkler System? ❑ i Fax Number 919-870.0133 Reviewed By pate Started Date Camglete Aatd Released 12Jo8I2008 new,,,„anta Mt4einn pdntimn Code Compliance Division 2300 Virginia Avenue R. Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 http://www.stiucieco.org/public—works/permitting.htm PROPERTY INFORMATION Address: 10753 U S 1 S City / State / Zip; PORT ST LUCIE Parcel # : 3414-501-5004-300/4 Zoning: CG APPLICATION INFORMATION Permit Number: 0811-0084 Activity Type: New Permit Type: Building -Commercial CONTRACTOR INFORMATION Contractor Name: JOHN WCADY Business Name: CONSTRUCTION BY J, INC Business Addr: 188 WINDCHIME CT #204 Review Comments FL 34952 Jurisdiction: St. Lucie County Lot # : 4 Block: 4 City / State / ZiI RALEIGH , NC 27615 Owner(s): PARS PROPERTIES LLC Application Type: Master Permit w/subs Other Activity: Stories: 1 Automatic Sprinkler System? S [" 3 Fax Number 919-870-0133 REVIEWS AND COMMENTS Review Type Status Reviewed By Date Started Date Complete Date Released Addressing Assignment Complete 12/08/2008 Documents Missing Pending 11/10/2008 3 Comment NEEDS ALL SUBS AND SUB SUMMARY 11/10/2008 5 Comment NO SEALS ON ENERGY CAL'S AND TYPED NAMES NOT SIGNATURES - NEEDS THREE TOTAL ONLY HAS ONE Fire Department Review Pending Notified for Pickup Pending Plans Examiner Review Incomplete Ed DeGennaro 12/10/2008 Code Compliance Division 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1678 hftp://www.stiucleco.org/public—works/permitting.htm 12/11/2008 2 Comment 12/11/2008 4 Comment 12/11/2008 Comment 12/11/2008 7 Comment Review Comments Page 2 F'KUVIUL MANUF-AG I UKLK5 I KUSS & I JI F'LAGtMt:N I UKAVVINUb, KtVItVVtU ANU AF'F'KUVtU BY ENGINEER OF RECORD PROVIDE THREE SIGNED AND SEALED COPIES OF ST LUCIE COUNTY PRODUCT REVIEW AFFIDAVIT FOR ALL CLADDING COMPONENTS, WINDOWS, DOORS, ROOFING, SIDING, SHUTTERS (ALL PRODUCTS LISTED ON DWG A5, EXTERIOR FINISH SCHEDULE) SHOW DESIGN PRESSURE AT ALL OPENINGS COMPLYING WITH FBC 16 SHOW ROOF COMPONENT AND CLADDING COMPLYING WITH FBC CHAPTER 16 12/11/2008 8 Comment PROVIDE ROOF SHEATHING NAILING SCHEDULE COMPLYING WITH FBC SECTION 1609.6 & CHAPTER 23, *** NOTE: 6 ON DWG S4 DOES NOT OMPLY WITH FBC TABLE 2304.9.1 (33G) 12/11/2008 11 Comment PROVIDE MANUFACTURERS INSTALLATION DRAWINGS, INCLUDING ATTACHMENT METHOD FOR CEMENTITIOUS ROOF DECK PANELS, REVIEWED AND APPROVED BY ENGINEER OF RECORD Co u L.Y d /V E Gt)P"1 Pf"V10Ejt> 12/11/2008 12 Comment PLANS CAN NOT BE COMPLETELY REVIEWED AT THIS TIME DUE TO LACK OF INFORMATION 12/11/2008 13 Comment COMMENTS MAILED TO CONTRACTOR AND OWNER 02/04/2009 1V Comment 02/04/2009 15 Comment 02/04/2009 16 Comment 02/04/2009 17-� Comment 02/04/2009 p, Comment 02/04/2009 �1 02/04/2009 20 02/04/2009 21 PROPOSED BERRIDGE "ZEE -LOCK" METAL ROOF PANELS DO NOT MEET•THE REQUIRED DESIGN PRESSURES PROVIDE ROOF SYSTEM DESIGN FOR SINGLE PLY ROOFING OVER LIGHTWEIGHT CONCRETE, INCLUDING ENGINEERING, IF NECESSARY, PER FL APPROVAL #1259 AND MANUFACTURERS INSTALLATION DETAILS PROVIDE ATTACHMENT DETAILS FOR OWENS CORNING SHINGLES, FL #3663.8, TO CEMENTITIOUS ROOF DECK AND MANUFACTURERS INSTALLATION REQUIREMENTS PROVIDE MANUFACTURER AND ATTACHMENT DETAILS FOR HORIZONTAL LAP SIDEING, IF USING HARDIPLANK, 5/8" SHEATHING IS REQUIRED PROVIDE MANUFACTURER AND ATTACHMENT DETAILS FOR VERTICAL SIDING Comment PROVIDE TRASH COMPACTOR OPENING DETAILS, DOOR, DESIGN PRESSURE, ETC Comment PROPOSED KAWNEER DOORS CERTIFICATION HAS EXPIRED Comment PROPOSED "CURRIES" DOOR CERTIFICATION HAS EXPIRED Zoning Review Incomplete 11/19/2008 11/19/2008 1 Comment YOU NEED TO PROVIDE 3 SEALED LANDSCAPE PLANS 11/19/2008 2 Comment YOU NEED TO PROVIDE THE SUB SUMMARYAND SUB AGREEMENTS FOR ELECTRICAL, PLUMBING, MECHANICAL, GAS AND ROOF. THE SUB AGREEMENTS NEED TO HAVE AN ORIGINAL SIGNATURE. 11/19/2008 3 Comment YOU NEED TO PROVIDE 3 SEALED BOUNDARY SURVEYS 11/19/2008 5 Comment YOU NEED TO PROVIDE A COPY OF THE APPROVED FDOT PERMIT Code Compliance Division 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone* (772) 462-1553 Fax: (772) 462-1578 hftp://Www.stiucieco.orgipubllc—works/permifting.htm 11/19/2008 6 Comment IS THE 8' WOOD FEN Review Comments Page 3 I SHOWING ON THE SITE PLAN AN EXISTING FENCE OR A PROPOSED FENCE. IF PROPOSED YOU ARE REQUIRED TO PULL A SEPARATE PERMIT. 11/24/2008 7 Comment YOU NEED TO APPLY FOR A•VEGETATION REMOVAL PERMIT. 12/05/2008 8 Comment SEE CONDITIONS OF THE GM ORDER 08-007: YOU NEED TO SUBMIT THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION, NATIONAL POLLUTANT DISCHARGE AND ELIMINIATION SYSTEM COMPLIANCE NOTICE TOGETHER WITH THE CONSTRUCTIBLE PLANS TO OUR ENGINEERING DEPARTMENT. 12/05/2008 9 Comment 12/05/08 FAX TO CONTRACTOR FORWARDED TO PLAN REVIEW Y TRANSMISSION VERIFICATION REPORT TIME 02/04/2009 11:09 NAME SLC CODE COMP FAX 7724626448 TEL 7724622963 SER.* BROE5J278861 DATE,TIME 02/04 11:08 FAX NO./NAME 919198700133 DURATION 00: 00: 47 PAGE(S) 03 RESULT OK MODE STANDARD ECM Code Compliance Division Review Comments 2300 Virginia Avenue Ft, Pierce, FI. 34982 Phone: (772) 462-1553 Fax: (772) 462.1578 Page 1 http:llwww.stlucleco.orglpubllc workslpermitting.htm PROPERTY INFORIVIATIDN Address: 10753 U S 1 S City / State / Zip: PORT ST LUCIE Parcel # : 3414-501.5004-300/4 Zoning: CG APPLICA.T_I_QN_INFORMATION Permit Number. 0811.0084 Activity Type: New Permit Type: Building Commercial coNTRACTCyRINF0f4MAT1bN Contractor Name: JOHN W CADY Business Name: CONSTRUCTION BY J, INC Business Addr: 186 WINDCHIME CT#204 City I State / ZII REV1EWS.AND COMMENTS ReviewType Status Addressing Assignment Complete Fl, 34952 Jurisdiction: St, Lucie County Lot # : 4 Block: 4 RALEIGH , NC 27515 Qwner(s): PARS PROPERTIES LLC Application Type: Master permit wlsubs Other Activity: Stories: 1 Automatic Sprinkler System? El rax Number 919-870-0133 Re+si2w2d Bar Data Started Date Complet® Date Relea9¢d 12J0812008 Code Compliance Division 'Review Comments 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 http://Www.stiucieco.orglpublic—works/pennitting.htm PROPERTY INFORMATION Address: 10753 US 1 S City / State / Zip: PORT ST LUCIE Parcel # : 3414-501-5004-300/4 Zoning: CG FL 34952 Jurisdiction: St. Lucie County Lot # : 4 Block: 4 APPLICATION INFORMATION Permit Number: 0811-0084 Activity Type: New Permit Type: 4 Building Commercial CONTRACTOR INFORMATION Contractor Name: JAMIL ZARAZEL Business Name: J. Z. CONSTRUCTION GROUP INC. Business Addr: 6760 EDGEWORTH DR. City / State / Zil , ORLANDO, FL 32819 REVIEWS AND COMMENTS Page1 Owner(s): PARS PROPERTIES LLC Application Type: Master Permit w/subs Other Activity: 'Stories: 1 Automatic Sprinkler System? Q t s Fax Number 407-291-6599 Review Type Status Reviewed By Addressing Assignment Complete i Date Started Date Complete Date Released 12/08/2008 Documents Missing Pending 11/10/2008 1 Comment NEEDS RECORDED NOC 11/10/2008 3 Comment NEEDS ALL SUBS AND SUB SUMMARY 11/10/2008 5 Comment NO SEALS ON ENERGY CAL'S AND TYPED NAMES NOT SIGNATURES - NEEDS THREE TOTAL ONLY HAS ONE Fire Department Review Pending Notified for Pickup Pending Plans Examiner Review • Incomplete Ed DeGennaro .12/10/2008 Code compliance Division Review. Comments 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Page 2 http://www.stiucleco.orglpublic—works/permiffing.htm 12/11/2008 1 Comment PROVIDE LIFE SAFETY PLAN PER FBC 106.3.5(6) & TABLE 1015.1 12/11/2008 2 Comment PROVIDE MANUFACTURERS TRUSS & TJI PLACEMENT DRAWINGS, REVIEWED AND APPROVED BY ENGINEER OF RECORD 12/11/2008 ;"0' Comment PROVIDE TRUSS CONNECTOR CHART DESIGNED BY ENGINEER OF RECORD 12/11/2008 4 Comment PROVIDE THREE SIGNED AND SEALED COPIES OF ST LUCIE COUNTY PRODUCT REVIEW AFFIDAVIT FOR ALL CLADDING COMPONENTS, WINDOWS, DOORS, ROOFING, SIDING, SHUTTERS (ALL PRODUCTS LISTED ON DWG A5, EXTERIOR FINISH SCHEDULE) 12/11/2008 5 Comment A SEPARATE PERMIT APPLICATION MUST BE APPLIED FOR, FOR ALL SIGNS INCLUDING NECESSARY ENGINEERING 12/11/2008 6 Comment SHOW DESIGN PRESSURE AT ALL OPENINGS COMPLYING WITH FBC 16 12/11/2008 7 Comment SHOW ROOF COMPONENT AND CLADDING COMPLYING WITH FBC CHAPTER 16 12/11/2008 8 Comment • PROVIDE ROOF SHEATHING NAILING SCHEDULE COMPLYING WITH FBC SECTI01, 1G09.6 & { CHAPTER 23 12/11/2008 Comment PROVIDE A LETTER OF INTENT FROM A GEOTECHNICAL ENGINEER COMPLYING WITH NOTE } #11.2 ON DRAWING S4 12/11/2008 10 Comment PROVIDE A LETTER OF INTENT FROM A SPECIAL INSPECTOR FOR ALL INSPECTIONS LISTED IN GENERAL NOTES ON DRAWING S4 12/11/2008 11 Comment PROVIDE MANUFACTURERS INSTALLATION DRAWINGS, INCLUDING. ATTACHMENT METHOD FOR CEMENTITIOUS ROOF DECK PANELS, REVIEWED AND APPROVED BY ENGINEER OF RECORD 12/11/2008 12 Comment PLANS CANNOT BE COMPLETELY REVIEWED AT THIS TIME DUE TO LACK OF INFORMATION 12/11/2008 13 Comment COMMENTS MAILED TO CONTRACTOR AND OWNER Zoning Review Incomplete 11/19/2008 11/19/2008 1 Comment YOU NEED TO PROVIDE 3 SEALED LANDSCAPE PLANS 11/19/2008 2 Comment YOU NEED TO PROVIDE THE SUB SUMMARY AND SUB AGREEMENTS FOR ELECTRICAL, PLUMBING, MECHANICAL, GAS AND ROOF. THE SUB AGREEMENTS NEED TO HAVE AN ORIGINAL SIGNATURE. 11/19/2008 3 Comment YOU NEED TO PROVIDE 3 SEALED BOUNDARY SURVEYS 11/19/2008 4 Comment YOU NEED TO PROVIDE A FILLED LANDS AFFIDAVIT, YOU BRING THIS IN WITH PICKUP 11/19/2008 5 Comment YOU NEED TO PROVIDE A COPY OF THE APPROVED FDOT PERMIT 11/19/2008 6 Comment IS THE 8' WOOD FENCE SHOWING ON THE SITE PLAN AN EXISTING FENCE OR A PROPOSED FENCE. IF PROPOSED YOU ARE REQUIRED TO PULL A SEPARATE PERMIT. 11/24/2008 7 Comment YOU NEED TO APPLY FOR A VEGETATION REMOVAL PERMIT. 12/05/2008 8 Comment SEE CONDITIONS OF THE GM ORDER 08-007: YOU NEED TO SUBMIT THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION, NATIONAL POLLUTANT DISCHARGE AND ELIMINIATION SYSTEM COMPLIANCE NOTICE TOGETHER WITH THE CONSTRUCTIBLE PLANS TO OUR ENGINEERING DEPARTMENT. TRANSMISSION VERIFICATION REPORT f' TIME 12/11/2008 12:55 NAME SLC CODE COMP FAX 7724626448 TEL 7724622963 SER.# BROE5J278861 DATE DIME 12/ 11 12: 54 FAX NO./NAME 914072916599 DURATION 00:00:39 PAGE(S) 02 RESULT OK MODE STANDARD ECM code Compliance Division 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone: (772) 4624553 Fax: (772) 462.1578 http;llwww.5tiuclec4.orglpublic workslpermitting.htm PRO PERTYINFORMATJON Address: 10753 U $ 1 S Review Comments City 1 State 1 Zip: PORT $T LUCIE FL 34952 Parcel # : 3414-501.5004-30014 Jurisdlction: St. Lucia County Zoning; CG Lot#: 4 Block: 4 APP ICATION INFORMA TIaN permit Number: 0811-0084 Activity TYpe. New Permit Type; Building Commercial c0IVTRACTOR INFORMATION contractor Name: JAMIL ZARAZEL Business Name: J. Z. CONSTRUCTION GROUP INC. Business Addr 6760 EDGEWORTH DR. city l state 174 RE{{I9NS A,ND COMMENTS Revi®w TM PAM Addressing Assignment Complete ORLANDO, FL 32819 Page 1 Owner(s); PARS PROPERTIES LLC Applicatlan Type: Masker Permit wlsubs Other AGtivltT ; stories: 1 Automatic Sprinkler System? ? s Fax Number 407-291-6599 Reviewed -BY P-PAOtart Date Com le Date lease 12J081200S y♦ L �� ✓f L:MH T AssociaLtes 2.805 Meridian. Parkway, Durham, N.C. 27713 January 7, 2009 St. Lucie County Code Compliance Division 2300 Virginia Ave. Ft. Pierce FL 34982 Re: Golden Corral — Permit # 0811-0084 10753 S. US Hwy 1, St. Lucie County, FL Dear Code Compliance. We are in receipt of your plan review comments dated 12/11/08 and respond as follows: Documents Missing 1. Needs recorded NOC. Response: The contractor will provide the required Notice of Commencement. 3. Needs all subs and sub summary. Response: The contractor will provide the required information for his subcontractors. 5. No seals on energy calcs and typed names not signatures — need three total only has one. Response: New energy calcs are being included since some of the owner changes may have affected the original calculation. Plans Examiner Review 1. Provide Life Safety plan per FBC106.3.5(6) and Table 1015.1. Response: Life Safety plan LS1 has been included in the revised plans. 2. Provide manufacturers truss and tji placement drawings, reviewed and approved by engineer of record. Response: These will be submitted under separate cover by the contractor. 3. Provide truss connector chart designed by engineer of record. Response: Please see revised plans. 4. Provide three signed and sealed copies of St. Lucie county Product Review Affidavit for all cladding components, windows, doors, roofing, siding, shutters (all products listed on drawing A5, exterior finish schedule). Response: Please see enclosed forms. The shutters shown on the roof dormers are decorative only and not operable. 2805 Meridian Parkway, Durham, NC 27713 (919) 544-0087 Fax (919) 544-9399 i �J I,MHT As s c3c iaLte s 2805 Meridian Parkway, Durham, N.G. 27713 5. A separate permit application must be applied for all signs including necessary engineering. Response: The sign contractor will apply for all signage permits. 6. Show design pressure at all openings complying with FBC 16. Response: Please see documentation enclosed. 7. Show roof component and cladding complying with FBC Chapter 16. Response: Please see revised plans. 8. Provide roof sheathing nailing schedule complying with FBC section 1609.6 and chapter 23. Response: Please see revised plans. 9. Provide a letter of intent from a geotechnical engineer complying with note #11.2 on Drawing S4. f Response: The letter of intent from Universal Engineering Services is included. 10. Provide a letter of intent from a special inspector for all inspections listed in general notes on drawing S4. Response: This statement has been deleted from the S4 sheet, and is not required. 11. Provide manufacturers installation drawings including attachment method for cementitious roof deck panels, reviewed and approved by engineer of record. Reponse: The shop drawings will be provided to the engineer of record and will be reviewed. These will be submitted under separate cover. 12. Plans cannot be completely reviewed at this time due to lack of information. (No response) 13. Comments mailed to contractor and owner. (No Response) Zoning 1. You need to provide 3 sealed landscape plans. Response: Plans are provided. 2. You need to provide the sub summary and sub agreements for electrical, plumbing, mechanical, gas, and roof. Response: The General Contractor is in the process of providing this information. 3. You need to provide 3 sealed boundary surveys. Response: Plans are provided. 4. Your need to provide a filled lands affidavit Response: The owner has provided this. 2806 Meridian Parkway, Durham, NC 27713 (919) 544-0087 Fax (919) 544-9399 LMH T' AssociaLtcis 2865 Meridian Parkway, Durham, N.C. 27713 5. You need to provide a copy of the approved FDOT permit. Response: This is being provided to jyou by the civil engineer. 6. Is the 8' wood fence showing on the (site plan an existing fence or a proposed fence? 'Response:. It is proposed. The required permits will be obtained. 7. You need to apply for a vegetation removal permit. Response: This has been applied for by the civil engineer. 8. See conditions of GM Order 08-007. Response: These requirements are in progress by the civil engineer and the owner. 9. 12/05/08 Fax to contractor. (No response) At the owner's request, we have made some changes to the bar area/overhead superstructure, wall/color finishes, and the front serving line. These are included in the revised plans. If you have any further questions, please let me know. Sincerely, Lee N. Mehler, AIA Principal cc: Fred Olama John Cady 2805 Meridian Parkway, Durham, NC 27713 (919) 544-0087 Fax (919) 544-9399 PAW -A 0 M LMHT ASSOCIATES architecture engineering March 3, 2009 Ed DeCennare St. Lucie County Code Compliance Division 2300 Virginia Avenue Ft. Pierce, FL 34982 RP; Golden Corral, Permit#0R11-n084 10753 US HWY 1, Port St. Lucie, FL 25633 Dear Mr: DeGennaro: We are in receipt of the Zoning plan review comments for owner, and respond as follows: 1 Comment You need to provide 3 seated landscape plans. Response These were provided with the previous submittal on January 28, 2009. 2 Comment You need to provide the sub summary and sub agreements for electrical; Plumbing, mechanical, gas and roof. The sub agreements have to have original signatures. Response The General Contractor will provide the summary with original signatures. 3 Comment You need to provide 3 sealed boundary surveys. Response These were provided with the 1/28/09 resubmittal. 5 Comment You need to provide a copy of the approved FDOT permit. Response Copies of the approved FDOT permits are attached. 6 Comment Is the 8' wood fence showing on the site plan an existing fence or a proposed fence. If proposed you are required to pull a separate permit. Response A separate permit will be obtained by the contractor for the proposed fence. 7 Comment You need to apply for a vegetation removal permit. Response The vegetation removal permit was filed with STLCO on Dec. 5, 2008. Kimley-Horn received an email with comment-, from FRO and respanded to those comments an March 4, 2009. 8 Comment See conditions of the GM order 08-007: You need to submit the Florida Dept. of environmental protection, national pollutant discharge and elimination system compliance notice together with the constructible Plante to nur engineering department. ' Response The GC will be required to submit the FDEP NPDES Notice of Intent prior to construction and Kimley-Horn Associates will prepare a set of Construction Documents for the General Contractor to accompany that application. 2805 Meridian Parkway • Durham, NC 27713 a ph: 919 544 7251 - fax: 919 544 9399 - LMHT ASSOCIATES architecture engineering 9. Comment 12/5/09 Fax to contractor Forwarded to plan review Response (No response required) Please give our office a call with any questions. S� �prely; s� Lee Mehler, AIA Principal 2805 Meridian Parkway Durham, NC 27713 • ph: 919 544 7251 • fax: 919 544 9399 - C.12 ar Mate.f=oadNo: 5 `U'S. Highway'No. couniy ST LUGlE by . ..... .... Applicant conditions are 'hereby ::accepted and :iijr6bd'to this day" of . ..... Ilcatton Is signed by a representative of Me'i..,thewfolette- r ofauthorization. m 01. .................. , IN(FRED)�OW 40 A ESS)(CITY.)( TATE)(ZIP)'. (MAILING RD�IZE: bC �` 0 ICITY) TmWEMI MAILING 'ADUkESSI(C )(STATE)(Zpy" b ._y�PPT .1 request t� and has F pmsc c -h n.pundtolh n6 w., RK.--`-"CALL .VMS : id,111,7,:-72� 360,-l,tl,_-. t j M($(GNA!fU kE)' (TITLE' "OA0000-1210t NAiGNG R 5TXrg)(ZI FLORIDA DEPIARTME T S?F TF. SPORTATION DISTRICT FCC GE?RRAL USH PERMIT APPLICATION DATE OF DEPARTAlENT RECEIPT_/JV?.TIQY-0-9 _ :PERMIT ,Ni3MBER:: _0 _ ROAD SECTION: STATE ROAD-:5 (US 1 ) LIMITED ACCESS: _ Y�GOUNTY: ST. LUCIE APnICANT: PARS PRDFSRTI Z. LW PHOM; (40 1)381.-A414. ADDRESS: PO,Box,574233, Orlando,. FL. 32857- Apppplicant requests permission -from -the State of Florida Department of Transportation (hereinafter callod. tho Department) to . X . c?onatruct orate -Maintain the facility shca:� in t*aa accompanying engineering drawings and descriue liT 17e: FROM 117P MP TO _ _ _ _ _ _ _.- _ _ _, or FROM STATION _ _ _ _ _ _ _'TO STATI Reference: associated State. Project Number: _ _ _ _ _ _ _ _ _ date co ylgya'; under construction (date construction. began): date to be let: The requested permit work is: in the city of Inot in a city X . Npplicant agreec to the following coed tionc: 1. The. aptplicant, with the applicant's engineer of record, shall supervise the permitted work. The Department reserves .the night to inspect the work, materials, or equipment at any time with or without prior. notification. 2:: The applicant shall submit documentation acknowledging, the pending work: from all affected mai:nGaining agencies. pprior to appproval of this permit. 'Maintaining agencies are -those agencies that, byy agreement, mainta9n some"tac.i1i_t3,es in Department right-oL-way.. Maintaining agencies may place I upon the applicant which the Department may -include as permit conditions. for traffic signals: for street lights: _ for r for 3. The applicant certifies by signature hereon that the with of all -affected utilities has been ascertained and that.'the a pl'icant is in compliance with all applicable Florida Statutes: The appplicant mailed letters.:o notification o£ pend3ug permit work" and requesting Location to the, following municipalities and utility owners on the dates shown: June 27, 2007.. ?ort-St. Lucie Utility Systems. Department June.27, 2007 Comcast Cable June 27, 2007 F.lorida:Power and. Light June 21, 2007 AT&T -:Florida 4. 'It is expressly stipulated that this permit is a license for permissive use'onl The placing of facilities .or improvements within public right-of-way, pursuant to tfiis permit, does not create:or vest any property rights S. The Dep rtment may determine Chat removal, or adjustment of permitted features or impravemelat4 i.s required to facilitate necessary -construction,. maintenance, safetyy or efficiency of* the highway. Removal or ad-pstment*will be.immediate'or as otherwise directed by the, Department and shall be at the expense or the applicant unless reimbursement is authorized. H. The aggl..caat may be required :to provide otick- relating the :plan to the public ;in a manner. press "bed by :the. -Department. The permitted work shall not. unduly interfere with the rights of others; including other permit holders, without appropriate agreements with -those others.. 7. The integrity of all declarations (whether expressed. or im�pplied) and of all design drawings presented to support. this permit request is the tcaponaibility .of the applicant. Any misrepresentations"of fact by the applicant may be cause for .revocation of an issued permit. a. To the extent allowed icy -law, the applican4 'he ir, assigns, and ecccieesorn in 3uterest i3 mound and obligated. to save and hold the State of. Florida, the Department, its agents, and employees harmlesa tram any and -all: damages, claims, expense, or.injuries arising, out of any act, neglect, or omission bxthe applicant, heirs, assigns, and successors in interest that may occur by reason of this facility design, construction maintenance or:continuing existence of the permitted work ezc ept that the 'app cant shall iiot e liable tiiSdeY this -provision for- damagesr.i {rgt2?t pa��ON negligence of the Department:. i�lP 9. The applicant agrees to.safely conduct the public thron_gh the permitted work are aiTc#bb1&t t�+ fm � work begins to'the time of accepta nce of certification of work. Full compliance with the current Department Roadway and Tra tic Design Standards 1600 Series) is a minimum xeqqirejuentThe Department may require the applicant to take :further measures.:,including the acquisition .of Services -of uniformed o£f duty pol;lice officers. to assist in traffic safety_ ray V to be completed by the -Department D-4 GU Revised March, 2002T RYASURE COAST I.D. ;4e applicant shall p_ 3c for a pre construction oonformce D.:pa: tmont project .engineer. The.applicant Shall prepare:and:present at the pre -construction conference an emergency restoration plan to address eventualities such as hurricanes.The applicant shall providea-24- hour"telebadne number by which the Department may contact the person.responsable for and .who has authority to act on tie emergency restoration plan and maintenance of traffic. 11_ In the event the applicant fails to -meet any of the provisions of this -permit, all work .in pursuit of the permit objective must. cease and the applicant must immediately restore affected public property to a condition as good as or better than before permit work began. The ..applicant will eontir_ue to indemnify the Department as stated above until restoration is -accepted -by the Ecp,�rt c:1t. 12. The applicant is required by Florida Statute to notify local -law enforcement agencies prior I o closing' :one or more lanes of the State. highway,for,periods_ excecdina two 'hours. 13. Yccial conditions for this permit: _ - - - - - - - - - - - - - - - - - - --=----------------- TO ORKrA ; y L11r1�S -- (otherspecial-cond_tions may be -attache• :. John�,� a�� 7 , _36@-2111, 14. .At the ec..-pletion. of the' constructiox,, suu p��a �v LaN'�ii3. �n1 acLc�� ss a cr cs�rc.iiicsLion; the engineer of record shall certify with original signature that the work and materials: (a): Comply with the Department Standard SQecif 'catioYis for -Road and Bridge. Construction dated and Design Standards dated (b). is in accord with all plans, special provisions, policies, regjilatioiis, and. 'safety standards pertaining to the pe=itted vcrk. (c)Ss in accord. with all applicable local, county, "State, and .national ordinances, rules, codes, and. laws. 15 The. Department may accept certification of the permitted work upon the restorationof the public• facility and satisfactc. comp'oticr of the permitted- work. The. Dspartmen.tksh&,ffl -pot accept.cert:ification prior to the applicant s submission .of two complete sets of )as=hua�x��plans and three sets if a bridge_ structure is involved, Unless the applicant can show good cause`for delay and unless. the Department approves an extension, all permitted construction work sha11 be. =pleted within one year of permit approvail. __j 3.6 the engineer of record_ :is. ?,g. I)IJIAM. I R"!, Telephone: (772 )3.45-3800 , _T .. Professioi al Engineer License Num Q-3- ress :1052i SW VILL�GL'TERTEAiir�5�vlTji `i031 t i e LUCIE, FL 34987 - -` 17, The Prime Proles; Tonal Enginccr fln.a} s rozponzible to certify that all work permitted herein is completed in compliance with. the terms of this permit_. The PPE.` (P-E. Number ). is: Telephone: ( ) Addressr 13. Tho Departm.ant project on:gincor of the local ma,'nte ance oflfico or the tasident construction - office is to accept the .certifzcation o_ the .Prime Professional zngineer,. The Department Project Engineer is: Telefhone: (_ _ - )-:- -- -._ - Address• _ 19. Authorization for the agent signing for the applicant (it otner than. the aPPlicant) is indicated in a. notarized letter :from :the applicant dated. The letter is made a part of thiz application. 20.. The applicant understandsthat alteration to this form (other.than.filling out the. blank spaces provided in the.November revision) makes this application. and approval invalid. Use; of both front and back is required with signature blocks below on -the back of 1iiEU THE _APPLICANT OR THE; APPLICANT'S AGENT:; SPECIAL CONDITMS HdSSEll iV (FFEfi oDA— ) SIGNATURE: TYPED OR :PRINTED NMW, DATE 7:� �J VICE PRESIDENT �`'Y� / TYPED ;OR PRINTED TITLE RECOME IDED FOP, THE DEPARTMM.T- OF TP,it,NSPORTATSON FOR- APPROVAL BY: Juan C. 1175ang0w. CR NAME: 1niPr k . g ! z� . f 4IQIIlT'IRE: ArInEuviHu rUK WLL15 3Mi ieaH'1'^.1tSY' r Vt'- 7:tiAlYrYYV1Cl'di11V1Y 43zz N Christine Nabo XQ OIREY�(1001 DISTRICT PERMITS ENGINEER - - - to be completed by'the Department D-4 6U Revised March, 2002 symil LS Work Area b Lone :tdenNflcclion + Direction of Traffic -- - - - - -- - -- - --- -- Medidn` ' =7 0, Bohind.an Wsting barrier, 111 Mare thin 2.°behind tha,'crlrb, a I IV or rimre' *pm ' the edge of fr6e► way. GENERAL NOTtS 1. If the wvrk operatlon'texclding tv /otillslrinq or,4 temnnallnq the work area), requires tntt77two or more work Vebldlas .Goss the offsot Zone' /a any one hwd . irarfio control will ba in aocardance with Index Nc: 6I2, 2. 410 speklotstgnlny Is: regaired. 3. This 1iudex 61.0 opplMs when *60: js befaq psrfornted'•on a nuiHlan) und,YFded,IJohway.. }. This.' la?ex also oppilas la work performed 'in the bi&Waq bthlad nn exlstlnp bdrrter or more than W tHa- 'the edge of travel way. Dom reddwoys Wark peftrmed to rho nedlan oahlad curb.oad qutier,sholl.be In ooaordanee 'With Index No. 612. 9. Ithen .a B16 road`inlersecia the Alghwdy within . work area. -odditionallioflio annirot derives shall be placed ltrgccord&o with otherappRoble TCZ Indexes. si*j r? 6, when mnsihxvon acrmhes encroach on o. sidewalk ratelr� to Index. No. 6(01 � 7'..Forge'rkerpl TC7 reSglr&mcnts apt udditionbllnfo{ Io Index Na. 606. s W. CONDITIONS WHEPE Atly VEHICLE, EOU/PMENT,. WORKERS ANO THEIR ACTIVITIES ARE 961IND AN EXISTING VARRIER', MORE. THAN Z' BEHIND: ThE CURB, 0R )5! OR MORE FROM THE EDGE OF TRAVEL WAY. and ksociates, Inc., 2007 KIMLEY-HORN AND ASSOCIATES. INQ 1052.1 SW 'VLG CTR -M WE 103, PORT -ST. WM, TL34957 *L(772) 345-3WO. ;FAX-.(-r72) 286-4139 Iola �01� LMG[ �sm N.TIS. VICINITY MAP N.T's' LOCATION MAP rid t RECE)v ,wD GOLDENCORR-AL. Section 12- Township' J"T pwnshi ' 3715, Range 40 E � ST.- LUCE COUNrYiFLOROA AS MMM pmm fit 1 04DAM 115swo :TUNE MW I FIGURE 1 SPECIAL COND MONIS PER-MITENO. 2008 K-4900053 State Section N&:94010 0 DUARIE construction. hightst-Orlwity should be given - - kofety� : si te-mporarily.,dow a side-aK it is done: so with the eXpress.condlifilon that it NNIII here -opened As quickly as possible. 1� Pleg-se-be aware .that -a 'Portable Traflic:Mquitoring Site (PTMS) or a Telemetry T - mWic -Manitvr,Wg Site It is the responsibility of thepertaittee to locate and avoid damage tathesCsites. I e _fanning find Environmental Man w,gement Office-(PL&EM) must be c6n.tactedimmediatOy -at 954-777-4601. o t*eDab-T- right-of-way cannot be utilized for onsite construction. i". The D-O.T.- roadway, sidewalk, etc. must not be disturbed until the off -site improvements A.wwm on thg permit are ready to be constructed. TfiEs construction should be completed as soon aspossible so:as to miAmizo disruption within the V. -work-propoged within the D.O.T. rjghtof�way. Con d This'permit is -valid only for. ta. to sthedule-a pre cozis.teuefion:cbnteren�e, Certification Oceptance and final appi-oVal is contingent upon con forailty of all wod* done according to this permit, I", Maintenance off -Traffic (RIOT) lane closures, on the state road system occurring during-pek si - hours (7:00-9:00 AN or 4-00-6:00 PM) and/or In-s.d.he over twenty -flour hours must comply with the, lane:closure anOysis as outlined Ju the Plans Preparation-Mauumi, Volume 1, Chapter 10.123. AD lane closures occurring on 40 interstate or limited access -facility regIrdimof-i4mie of day or difration, must comply With the We d4-1910 re- 91191ysis in theIP12ns -Preparation MAnual I Vqlhnr� 1, Chapter 10.12J� [.1 The permittee-shill! hmplement-best man2gement practices for erosion 2nd' poftudibn control to prevent violation- Ofstate water quality standards- The permittee shallbe-responsible. for the correction of any erosion, sboaling, or water qua 1ems- that result from *the construction or operation of the surface water 0 A copy of thispermit and .plan will be on the job site at an tim L r_g1he consttuction of this .fatili ty. 0 PchBittec is catutionedAbat utilities May be located within the construction area. 11 "VfAlidity of dils Permit, is confinPeut upon perinittee obtAinihe necessary permits from all other agencies involved. 0 Before beginning any Work, the signal.maintalulng agency must be notilled-to establish the locado :ofanv signal -loops, wires, system communications, etc - is -required to identify snd-coordin2te with the,maintamiing -agency -prior to -commencement of construction. Prior to Final Acceptance, JFDOT and the maintaining agency of Abe light pole will be required to sigfi off on the, finial inspection. 0 Give Special attention to IVM'f note Instructing, that the local media shall becontacted a week prior to any lane Oosum.. on the state road system if it will occur during peak hours or over the -pan s of more � -n one dsv. th 4. colata-et.Barba-�K011eher, _FD_0T Public Infdrination Offi4ce at 954-777090 for guidance on who to contact. Provide it copy of the press release to: -Morida Department of Transportation tion ft 16 kf ,jj7nati6n Ofr b Re Ice 3400 West-Couamerciai Blvd. Fort liandardale, Florida 33309 -District Four - Permits 11111,121/2008 0313112009 15:28 cdd X Wis Lehmann Mehler Hirst Thornton Associates (FAX) P.0011002 architecture, engineering FAX COVER SHEET LMHT Project Number: 05125 Date: 4110108 Project Name: GOLDEN CORRAL PERMIT # 0811-0084 Project Location: St. Lucie County, FL This Fax is Directed to: ])Name: ED DEGENNERO Phone: Fax: 772 462-6448 Company: ST. L UCIE COUNTY CODE COMPLIANCE 2)Name: Phone: Fax: Company: 3)Name: Phone: Fax: Company:. Total Number of Pages (including cover sheet) 2 Original to follow: ❑Yes or ❑ No Description of Contents /Message: Mr. Degennero, Attached is the revised Product Approval Submittal Affidavit made out to St. Lucie County. I will be glad to send you via Fed -Ex the original form, if that is acceptable. If you need INS delivered in person rather than overnight delivery, please let me know. My email is jwilliams@LAMT.com MYPHONE IS 919 544-0087, EXT 132, FAX: 919 544-9399. THANK YOU, JrOANNE WILLIAMS This ax has been sent by: 2805 Meridian Parkway, Durham, North Carolina 27713 Tel; (919) 544 — 0087 0 0 0 Fax: (919) 544 - 9399 9 6 \ LMHT ASSOCIATES architecture engineering March 3, 2009 Ed DeGennaro St. Lucie County Code Compliance Division 2300 Virginia Avenue Ft. Pierce, FL 34982 Re: Golden Corral, Permit #0811-0084. 10753 US HWY 1, Port St. Lucie, FL 25633 Dear Mr. DeGennaro: We are in receipt of a plan review comments dated 3/27/09 and respond as follows: 22 Comment Change of window and door manufacturer to Phillips should be made out to St. Lucie County, not the City of Port St. Lucie. Response Please find corrected Product Approval Submittal Affidavit. This comment was the only current one I noted on the letter. Please let me know if there is other information that is needed. Please give our office a call with any questions. S' rely, Lee Mehler, AIA Principal 2805 Meridian Parkway - Durham, NC 27713 • ph: 919 544 7251 • fax: 919 544 9399 ❑ � ❑ Kimley-Horn and Associates, Inc. Transmittal Date: April 30, 2009 Job Number: Project Name: Golden Corral St. Lucie County Building Dept. Attn: Ed DeGanarro 041159000 10521 SW Village Center Drive Suite 103 Port St. Lucie, FL 34987 TEL 772 345 3800 FAX 772 286 0138 We are sending these by ❑ U.S. Mail ❑ FedEx ® Hand Deliver ❑ Other: We are sending you ® Attached ❑ Under separate cover the following items: ❑ Shop Drawings ❑ Prints/Plans ❑ Samples ❑ Specifications ❑ Change Orders ❑ Other: Copies Date No. Description These are transmitted as checked below: ® For your use ❑ Approved as submitted ❑ Resubmit ❑ Copies for approval ❑ As requested ❑ Approved as noted ❑ Submit ❑ Copies for distribution ❑ For review and comment ❑ Returned for ❑ Return ❑ Corrected prints Remarks: Copy to: Signed Gabriel J. Henehan, P.E. Page 1 Zif;G eo //a-L� �� _ r_ �'t V F ` �. � u, i y,1> _ _ _ '�'. ..- ... ,. - C.- -. _ _ f F, -� f . � 'ti. .. r Z c �`S Lc 4--, s t4--E5 575,e I �Y-1 C) -� - 4 l-,;Iq I -bacg ST LUCIE COUNTY BOARD OF COUNTY PUBLICWORKS COMMISSIONERS DEPARTMENT BUILDING & ZONING DIVISION FAX COVER SHEET FAX #: (772) 462-2522 PHONE #: (772) 462-1553 DATE: I.Z I tNO. OF PAGES INCL. COVER: 3 ATTN: RE: c L SENDER: PHONE #;��' `) COMMENTS: �� c Code Compliance Division 2300 Virginia Avenue Ft. Pierce, FL 34082 Phone: (772) 462-1553 Fax: (772) 462-1578 http:iiwww.stlucieco.org/public—works/permifting.htm PROPERTY INFORMATION Address: US HWY 1 S City / State / Zip: PORT ST LUCIE Parcel#: 3414-501-5004-300/4 Zoning: CG APPLICATION INFORMATION Permit Number: 0811-0084 Activity Type: New Permit Type: Building Commercial Review Comments FL 34952 Jurisdiction: St. Lucie County Lot # : 4 Block: 4 CONTRACTOR INFORMATION Contractor Name: JAMIL ZARAZEL Business Name: J. Z. CONSTRUCTION GROUP INC. Business Addr: 6760 EDGEWORTH DR. City / State / Zil ORLANDO, FL 32819 Page 1 Owner(s): PARS PROPERTIES LLC Application Type: Master Permit w/subs Other Activity: Stories: 1 Automatic Sprinkler System? ❑ Fax Number 407-291-6599 REVIEWS AND COMMENTS Review Type Status Reviewed By Documents Missing Pending 11/10/2008 1 Comment NEEDS RECORDED NOC 11/10/2008 3 Comment NEEDS ALL SUBS AND SUB SUMMARY Date Started Date Complete Date Released 11/10/2008 5 Comment NO SEALS ON ENERGY CAL'S AND TYPED NAMES NOT SIGNATURES- NEEDS THREE TOTAL ONLY HAS ONE Zoning Review Pending 11/19/2008 11/19/2008 1 Comment YOU NEED TO PROVIDE 3 SEALED LANDSCAPE PLANS 11/19/2008 2 Comment YOU NEED TO PROVIDE THE SUB SUMMARY AND SUB AGREEMENTS FOR ELECTRICAL, PLUMBING, MECHANICAL AND ROOF. THE SUB AGREEMENTS NEED TO HAVE AN ORIGINAL SIGNATURE. 11/19/2008 3 Comment YOU NEED TO PROVIDE 3 SEALED BOUNDARY SURVEYS 11/19/2008 4 Comment YOU NEED TO PROVIDE A FILLED LANDS AFFIDAVIT, YOU BRING THIS IN WITH PICKUP 11/19/2008 5 Comment YOU NEED TO PROVIDE A COPY OF THE APPROVED FDOT PERMIT 11/19/2008 6 Comment IS THE 8' WOOD FENCE SHOWING ON THE SITE PLAN AN EXISTING FENCE OR A PROPOSED FENCE. IF PROPOSED YOU ARE REQUIRED TO PULL A SEPARATE PERMIT. Code Compliance Division 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 hftp://www.stiucieco.org/public—works/permitting.htm Comment YOU NEED TO APPLY Review Comments A VEGETATION REMOVAL PERMIT. Page 2 12/05/2008 8 Comment SEE CONDITIONS OF THE GM ORDER 08-007: YOU NEED TO SUBMIT THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION, NATIONAL POLLUTANT DISCHARGE AND ELIMINIATION SYSTEM COMPLIANCE NOTICE TOGETHER WITH THE CONSTRUCTIBLE PLANS TO OUR ENGINEERING DEPARTMENT. TRANSMISSION VER.I�;ICATION REPORT W TIME 12/05/2008 15:23 NAME FAX TEL SER.# BROH5J320634 DATEJIME 12/05 15:22 FAX NO./NAME 914072916599 DURATION 00:00:38 PAGE(S) 03 RESULT OK MODE STANDARD ECM BOARD OF COUNTY COMMISSIONERS DATE: A`rTN: C SENDER:ja ST LUCIE COUNTY 4pl-xo-b55ei PUBLIC WORKS DEPARTMENT BUILDING & ZONING DIVISION FAX COVER SHEET FAX #: (772) 462-2522 'PHONE 4; (772) 462-1553 NO. OF PAGES INCH„ COVER: 25 W1,00 E i wr PHONE #; � ._ 1 J J 1 a 1 2 3 4 5 6 7 8 9 io 11 12 1.3 14 15 16 17 18 19 20 .21 22 23 24 '25 26 .27 .28 29 30 -31 32 33 34 35 36 .37 ,38 39 40 41 42 GM-08-007 MNSP-06-030 AN ORDER GRANTING APPROVAL FOR A MINOR SITE PLAN TO BE KNOWN AS GOLDEN CORRAL CONSISTING OF TWO PHASES: PHASE ONE IS AN 11,502 SQUARE FOOT RESTAURANT AND PHASE TWO -IS A 7,000 SQUARE FOOT RETAIL BUILDING. WHEREAS, the St. Lucie County Growth Management Director has reviewed the application for site -plan approval submitted by Kimley-Horn and Associates, Inc., and reviewed the comments of the St. Lucie County Development Review Committee on this application, and made the following determinations: 1. Pars Properties, LLC. has applied for a Minor Site Plan approval for the project to be known as Golden Corral consisting of Phase 1; an 11,502 square foot restaurant, and Phase 2;.a 7,000 square foot,retail building for 5.47 acres of 'property located on 'the west side of U.S. Highway No. 1, approximately 1,000 feet south of Port St. Lucie. Boulevard in the CG (Commercial, General) Zoning District: 2. The Development Review Committee has reviewed the site plan for the proposed project and found it to meet technical requirements of the Land Development Code and to. be consistent with. the St. Lucie County Comprehensive Plan. 3. The project is consistent with the general purpose, goals, objectives, and standards of the St. Lucie County Comprehensive Plan -and the St. Lucie County Land Development Code. 4. The project -will not have an undue adverse effect on adjacent property, the character of the neighborhood, traffic conditions, parking, utility facilities, or other matters affecting the public health, safety, and general welfare. 5. All, reasonable steps have been taken to minimize any adverse effect of the proposed project on the immediate vicinity through building design, site design, landscaping, and screening. 6. The project will be constructed, arranged, and operated so as not to interfere with the development and use of neighboring property, in accordance with applicable district regulations. I File No.: MNSP-06-030 I May 28, 2008. GM Order-08.007 Page 1 2 3 6 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 3.6 37 38 39 40, 41 42 43 7. The project is to be served by adequate public facilities and services. 8. The applicant has applied for and received a certificate of capacity, a copy of which is attached to this order as Exhibit A, as required under Chapter V, St. Lucie County Land Development Code. NOW, THEREFORE, BE IT ORDERED: A. Pursuant to Section 11.02.03 of the St. Lucie County .Land Development Code, the proposed Minor Site Plan to be known as Golden Corral, Is hereby approved as shown on the site plan drawings for the project prepared by Kimley-Horn and Associates, Inc., dated May, 2006; and date stamped received by the St. Lucie County Growth Management Department.on April 21, 2008, on the property described. below, subject to the following conditions: 1. Pursuant to Section 11.02.08(A)(6) of the St. Lucie County Land Development -,Code,- no work shall. commence on the site until all regulatory permits required from, Federal, State, and . regional agencies . and special districts have..been Issued. The Florida Department of Environmental Protection, National Pollutant Discharge and Elimination System compliance notice must be submitted to the eCounty:Engineer--with the constructiblersite planzat_the Ati me. of -by ilding <p_erroit application or'during permit review or no paving, grading, and drainage permit and no building permit shall be issued. All National Pollutant Discharge and Elimination System Best Management Practices shall be instituted on the site prior to site clearing and maintained daily. Stormwater ponds shall be -roughed in at the same time the site is cleared of groundcover. 2. This Development Order shall be. recorded. in the Public Records of St. Lucie County, Florida, in order to provide constructive legal notice of development conditions that run with the land. 3. The. Code Compliance Manager shall receive a copy of this Development .Order and the site plan it approves and shall not approve any building permits that do not implement or are not consistent with this Development Order and the plans hereby approved. 4. applicant shall provide an . executed copy of the coi easement o be reviewed and accepted by the County File No,; MNSP-08-030 May 29, 2008 the GM Order-013-007 Page 2 3 6 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 '4 4 The preservation/mitigation areas shall be covered by a conservation easement. Environmental Resource Department has provided a ConservationEasement template, to the Environmental Consultant for this project, and we require that the applicant work from this form. A draft easement. was provided in March 2008. 5. Prior to approval and issuance of a Notice of Vegetation Removal, the applicant shall obtain a Florida Fish and Wildlife'Conservation gopher tortoise relocation. permit and provide a copy to Environmental Resource Department. 6. Prior to approval and.Issuance of a Notice of Vegetation. Removal, the applicant shall have obtained and provided Environmental Resource Department .with copies of all required federal and state permits, including, but not limited to a 'South Florida Water Management District Irrigation Water Use Permit.. If federal or state agency compliance requires modification to the approved development plan, the applicant will promptly modify the:plans and submit to St. Lucie County for review and approval as required by the Land Development Code. The applicant will not use the County's development approval to prevent compliance with any federal or state agency requirements. B. The property on which this Minor Site Plan approval is being granted is described as follows: THE SOUTH 353.40- FEET OF THE FOLLOWING DESCRIBED TRACT: BEGIN AT THE SOUTHWEST CORNER OF LOT 4, BLOCK 4, SECTION 12, TOWNSHIP 37 SOUTH, RANGE 40 EAST, ST. LUCIE GARDENS, ACCORDING TO THE PLAT THEREOF RECORDED IN 'PLAT BOOK 1, PAGE 36, ST. LUCIE COUNTY, FLORIDA PUBLIC RECORDS; THENCE RUN EAST ON THE SOUTH LINE OF SAID LOT 4 OF ITS INTERSECTION WITH THE WESTERLY RIGHT-OF- WAY. LINE OF FEDERAL HIGHWAY THENCE RUN NORTHWESTERLY ALONG SAID WESTERLY RIGHT-OF-WAY LINE -A DISTANCE OF 860.51 FEET TO A POINT; THENCE RUN *WEST A DISTANCE OF 362.17 FEET TO A POINT; THENCE RUN 'SOUTH TO - THE' POINT. OF BEGINNING, CONTAINING APPROXLMATETY 5.47 ACRES. (TAX ID#: 3414-601-6004-30014) (Location: - West side of U.S. Highway No. 1, approximately 1,000 feet south of Port St. Lucie Boulevard) B. ' The approvals granted by this administrative order shall expire on May 29, File No.: MNSP-06-030 GM Order-08-007 May 29, 2008 Page 3 1 2 3 5 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42. 43 44 2010, unless an extension is granted in accordance with the provisions of Section 11.02.06 of the St: Lucie County Land Development Code. C. The. Final Site Pl�n approval granted under this Resolution. is specifically conditioned to the requirement that the `petitioner, Pars Properties, LLC, including any successors in interest, shall obtain all necessary development permits and construction authorizations from the appropriate State and Federal regulatory authorities including, but not limited to; the United States Army Corps of Engineers, the Florida Department of Environmental Protection; and the'South Florida Water Management District, prior to the issuance of any local building permits*. of. authorizations to commence development activities on the property described in Part A.. D. A copy.of this Order shall be attached to the site plan drawings described in Part A, which plan shall be placed on file with the St. Lucie County Growth Management Director and mailed, return receipt requested to the developer and agent of. record as identified on the site plan applications. E. The Certificate of Capacity, attached as Exhibit A, shall be valid for the same period as this order. if.this this order expires or. otherwise terminates, the Certificate of Capacity shall automatically'terminate. F. This order shall be recorded in the Public Records of St. Lucie'County. ORDER effective the 2e Day of. May, 2008. GROWTH MANAGEMENT DIRECTOR ST. LUCIE COUNTY, FLORIDA BY Mark Satterlee, AICP APPROVED AS TO FORM AND CORRECTNESS: rap H:IWORDTLANNING1Golden CotfelkGM,-08.007 ORDER.doc File No.: MNSP-06-030 May 29, 2008 County Attorney GM Order--05-007 Page 4 I St Lucie County Certificate of Capacity Date 5/29/2008 Certificate No. 2749 This document certifies that concurrency will be met and that adequate public facility capacity exists to maintain the standards for levels of service as adopted in the St Lucie County Comprehensive Plan for: 1. Type of development Golden Corral Minor Site Plan Number of units 0 Number of square feet 18,502 2. Property legal description & Tax 11) no. 3414-501-5004-300/4 West Side of US Hwy 0, S. of PSL Blvd. Golden Corral 3. Approval: Building Resolution No. GM-08-007 Letter 4. Subject to the following conditions for concurrency: 6 Conditions of Approval Owner's name PARS Properties, LLC Address 440 S. Sermoran Blvd Orlando FL 32807 6. Certificate Expiration Date 5/29/2010 This Certificate of Capacity is transferable only to subsequent owners of the same parcel, and is subject to the same terms,. conditions and expiration date listed herein. The expiration date can be extended only under the.same terms and conditions as the underlying development orderissued with this certificate, or for subsequent development order(s) issued for the same property, use and size as described herein. Signed Date: 5/30/2008 Growth M nagement Director St Lucie County, Florida Friday, May 30, 2008 , EXHIBIT " - " Page 1 of 2 . DOARD OF COUNTY . COMMISSIONERS June 24, 2008 Kimley-Horn and Associates, Inc. 10521 SW Village Center Drive Port St. Lucie, FL 3,4987 Subject: Golden Corral Minor Site Plan G RO WT MANAGEMEN Enclosed is the unrecorded Growth Management Order GM-08-007 granting Minor Site Plan approval for the referenced project. .Staff will forward your Development Order to the St. Lucie County Clerk of Court for recording. A recorded copy of the Development Order will be mailed to you when received by this department. This approval does not in any way constitute authorization to begin construction. Prior to the commencement of any construction on this- property, an application for specific building permits must be obtained from the Code Compliance Department. Building permit applications may be submitted at any time following the receipt of this notice. For specific information on composition of these submissions, including applicable fees,. please contact the St. Lucie County Public Works Department — Code Compliance Division at 772.462.1553. Please contact me at 772-462-2822 if you have any questions. Sincerely, Linda Pendarvis Planner cc: DRC Members File JOSEPH E. SMITH, District No. 1 - DOUG COWARD,' District No. 2 - PAULA A. LEWIS, District No. 3 - CHARLES GRANDE, District No. 4 - CHRIS CRAFT, District No. 5 County Administrator - Douglas M. Anderson 2300 Virginia Avenue a Fort Pierce, FL 34982-5652 Administration: (772) 462-1590 Fox: (772) 462-2845 • Planning: (772) 462-2822 GIS/Mopping 5ervices: (772) 462-2822 Fox: (772) 462-1581 www.co.st-lucle.fl.us Property Appraiser - St.Lucic, `-unty, FL Page 1 of 1 PARS Properties LLC Record: 1 of 1 Property Identification Site Address: S US HWY 1 Sec/Town/Range: 12 :37S :40E Map ID: 44/12S Zoning: CG Ownership and Mailing Owner: PARS Properties LLC Address: PO Box 574233 Orlando FL 32857 Sales Information Date Price Code Deed 8/16/2005 1358000 01 QC 6/4/2004 1850000 00 WD 7/1/1987 950000 00 CV No.,'Sketch Available PROPERTY RECORD CARD <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print OCIE C ParcellD: 3414-501-5004-300-4 Account #: 41415 w; Land Use: Vac Comm City/Cnty: ST. LUCIE COUNTY '•`gem% Legal Description ST LUCIE GARDENS 12 37 40 BLK 4 BEG SW COR LOT 4 BLK 4, TH RUN E ON S LI SD LOT 4 TO R/W US 1, TH NW More... Assessment Final Total Land and Building Book/Page 2007 FV: 2144500 Land Value: 2144500 Acres: 5.47 2339 / 1038 Assessed: 2144600 Building Value: 0 1987 / 1124 Ag.Credit: 0 Finished Area: O.SgFt 0551 / 1991 Exempt:' 0 Taxable: 2144500 Taxes: 40502.74 BUILDING INFORMATION No Image Available Exterior Features View: RoofCover: - RoofStruct: ExtType: YearBlt: Frame: - Grade: EffYrBli: PrimeWall: StoryHght: No.Units: SecWall: Interior Features BedRooms: Electric: - PrmintWall: - FullBath: 'HeatType: AvgHt/FI: 1/26ath: HeatFuel: Prm.Flors: %A/C: %Heated: %Sprinkled: Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBit. No. Land Use Type Measure Depth 1 1000-Vac Comm 330 -Sq Feet 238273 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED, 1,f+„•/Axrxxrxx7 naaln nror/nrn acn9nrr1id=341450150043004 7/2/2008 ewww.sunbiz.org - Department of State Page 1 of 2 Home Contact Us E-Filing Services Previous on List Next on List Return To List No Events No Name History Detail by Entity Name Florida Limited Liability Company PARS PROPERTIES, LLC Filing Information Document Number L05000055580 FEI Number 203040860 Date Filed 06/03/2005 State FL Status ACTIVE Principal Address 8153 LAKE SERENE DRIVE ORLANDO FL 32836 Changed 04/30/2008 Mailing Address PO BOX 574233 ORLANDO FL 32857 Changed 04/30/2008 Registered Agent Name & Address ORLANDO FL 32836 US Name Changed: 12/07/2007 Address Changed: 12/07/2007 Manager/Member Detail Name & Address Title MGR OLAMA, HOSSEIN 8153 LAKE SERENE DRIVE ORLANDO FL 32836 Annual Reports Report Year Filed Date 2006 04/27/2006 2007 03/21 /2007 2008 64/30/2008 Document Searches Forms Help ........................................._.............................................. _.............................. ....................................................... ............ .................................................... Entity Name Search http://Www.sunbiz.org/scripts/eordet.exe.?action=DETFIL&inq_doc_number=L05000055... 11 /19/2008 !www.sunbiz.org - Department,- epartment of State 4Y Page 2 of 2 Document Imaaes 04/30/2008 — ANNUAL REPORT View image in PDF format J 12/07/2007 -- Reg. Agent Change View image in PDF format 03/21/2007 — ANNUAL REPORT f View image in PDF format 04/27/2006 — ANNUAL REPORT View image in PDF format 06/03/2005 -- Florida Limited Liabilites View image in PDF format Note: This is not official record. See documents if question or conflict. Previous on List Next on List Return To List No Events No Name History Home Contact us Doaiment Searches E Filing Services Forms Help Copyright and Privacy Policies Copyright rc) 2007 State of Florida, Department of State. Entity Name Search http://www. sunbiz. org/scripts/cordet.exe?action=DETFIL&inq_doc_number=L05000055... 11 /19/2008 0 90RTS..CITY OF POR�:-�-,T: LUCIE n. UTILITY SYSTEMS DEPARTMENT 900 SE Ogden Lane Port St. Lucie, FL 34983 (772) 873-6400 - TDD Accessible F�Oki (772) 873-6405 - Fax JesusA. Merejo, Director September 27, 2007 John Kappers Kunley-Hone and Associates, Inc. 10521 S.W. Village Center Drive, Suite.103 Port St. Lucie, Fl. 34987 RE: Golden Coral East Service Availability Dear Mr. Kappers, This is to confirm that above referenced project is within the City of Port St. Lucie Utility Systems Department service area. A public water main�and sewer line are adjacent at the south section of the property. Please be advised that water*and sewer system extensions may be required to serve the property. However, this letter should not be construed as a commitment to provide service until approvals by all regulatory agencies have been obtained; construction plans are approved; a Service Agreement / Permit To Connect has been fully executed;* and all applicable fees have been paid to the City of Port St. Lucie Utility Systems Department. Should you have any questions or require additional information, please fell flee to contact our office by calling (772) 873-6400. Sincerely, Lisa Campbell Commercial Development Manager c. Laney Southerly, P.E., Utility Engineering Division Manager Donna M. Rhoden, Public Information Manager File. y �.-✓1 Lam' JOANNE HOLMAN, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY File Number: 2417661 OR BOOK 1987 PAGE 1124 Recorded:06/09/04 10:04 This Document Prepared By and Return to: Thomas A. Fogt, Esq. 700 Colorado Avenue Stuart, Florida 34994 772/28873303 ParcellD um r:01-38-.3-t. W r anty D This In en re. Made.; Doc Assume: $ oc a : $ In# —Tax $ Qi `t t a 4118Xig, day of June ASSO&AMIES,, ,a 0.00 1950. 0.00 ID , 2004 A.D. generalAm 1 of the County of , State of , grantor, and THE OLAMA CORPORATION, a corporation existing under the laws of the State of Florida whose address is: 8153 Lake Serena Drive, Orlando, FL 32836 of the County of Orange Witnesseth a for and in and o r g and valu le coride on grante , b aired and sold t the said RA lying ad ing in the County of St L The ou h 353.40 fee Sou t we t corner of of state of Florida Wraeratio me sum or TEN DOL S ( 10)-------- --� o RA in d pai G e re 'pt TEE and G E' heirs, s rs and assi fo vt •.ie S to , F r]. the fol ow'ng 4, Bloc 4, Se , grantee. mredged, has land, situate, "Igift at the imp 3 S uth, Range 40 ast, L I GARDE ccor 'n to the Plat th re f, (Co rue on tac e and the r does hereby y warrant title to said d, and i defend the sam against lawful aims of ail person In Witness Whereof, the grantor has hereunto set its hand and seal the day and year first above written. Signed, sealed and delivered in our presence: TREASURE COAST INVESTMENT ASSOCIATES, a Florida general partn rship By. e Printed J E , Witnes�F 71� PO. Address: Prin a Name: Witn s STA I D whomsoever. (Seal) .. The forego b, trument �s'acknowledge fore me iS T da of June 004 by JOHN C. RICE, General Partner on behalf of TREASURE COAST INVESTMENT ASSOCIATES, a General Florida Partnership he is personally known tome or he has produced his Flori r t s licen tden5 THOMAS A t"?GT Notary. Public . StrA cl Flodit _. hycotm+>�ionF�dteeJs"2o,� Printed N commission S D008t865 �!��•`�' Bonded By Want Notary Assn. Otary . Public y Commission Expires: 04-1451 L&woa rated by 0 DLV4y sycs M Lnc, 2003 (90) 763-5555 Form FLWn-1 1—, Warranty Deed- Page 2 Parcel ID Number: 01-38-39-001-000-0200.0-1 OR BOOK 1987 PAGE 1125 recor5red P�� >'ok , ge 5 , t . cipthe y, ri�Fning. Reco s; thence s on the o th 1'ned of o inte se tion with th W sterly r gh of waof Fede al ; then e n Northwest rl along s id Wes ert of way in list c of 860.51 f et to a poi t; thencest a dist c 362.17 et to a Apoi t; ence un Sou toint of gi Law Cm mttcd by 40 DWq Systwm Inc, 2003 (863) 763-5555 Fwm FLWD-1 EDWIN M. FRY, Jr., CLERR_OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE_# 2753820 OR BOOT° '�?6 PAGE 569, Recorded 12/01/2005 at;,"742 AM THOMAS A. FOGT, ESQ. 700 Colorado Avenue Stuart, FL 34997 EDWIN M. FRY, Jr, CLERK OF THE CIRCUIT COURT SAINT LUCIE COUNTY FILE 8 2692529 0&jga005 al 02.•53 PM OR BOOK 2339 PAGE 1038 -10n Doc Type: DEED RECORDING: $18.50 D DOC STAMP COLLECTION: $9506.0D Parcel 1DCNu004-30 Qud This Qa thi th day of uqu t , 005 D., etween The ion Florida o ra 'oof the C,S a of Florida , grantor, and PARS, Fl 1t i ty companwhose adH SERMORA D, ORLANDO, FL, 32807 of -die County of , state of Florida , grantee. UWitnesseth that the GRANTOR, for and in consideration of the sum of ------------------------TEN DOLLARS ($10)----------------------- r,�DOLLARS, �^ i< and other good and valuable consideration to GRANTOR in hand paid by GRANTEE, the receipt whereof is hereby acknowledged, has Lv G granted, bargained and quitclaimed to the said GRANTEE and GRANTEE'S heirs, successors and assigns forever, the following described Rand, situate, r_ I< lying and being in the County of Martin state of Florida to wit: yr. The South 353.40 feet of the following described tract: Begin at the p Southwest corner of Lot 4, Block 4, Section 12, Township 37 South, K..: Continued on Attached) To Have and h eme tog I and sin enences belongin in anywise G C appertainin and all the estate, right, e, iutcrest lien equity d claim whatsoever of lor, ei r Raw or quity, for U :S �:, the use, efil d profit o the s id tee f C C. WItII s ereof, the or h h to set its ban and eal the y d year f abo written. .Signed, ale and delivered in ou pr ence: The 1 rp ration a F orida Z. tr; co oration H i:: I . z ✓' (Seal) ti Printed am ossein Olama, Pre ident Witness P to H E Printed Name:igNA Witness STATE OF Florida COUNTY OF Martin The foregoing instrument was acknowledged before me this 16th day of August Hossein Olama, President of The Olama Corporation, a Florida corpor stia"half of the corporation he is pc.6.ally known to me or as produced his Florida drive - state ON Pvus Jan 21 i t DD081 I- -P� OI.AT9L1 (Corporate Seal) , 2005 by OR BOOK 2426 PAGE 570, Quitclaim Deed - rage 2 rNreel ID Number: 3414-501-5004-300/4 Range 40 East, PLAT NO. 1, SAINT LUCIE GARDENS, according to the Plat thereof, n Plat 1, page 35 St. Lucie County, Florida, Public cords; th in East n th South lin ofWa is inter ec 'on w e es r ri ht wa e o then Nor e t 1 along ai Wes r y ri t dis nc of 860. f e to a poi t; the ce run W s 362. 7 eet to a poi t; thence ou Po n D G_yODlya (667)767-5557 Fan, i ❑ _ ❑ 10521103J Village Center Drive Kimley-Horn Suite and Associates, Inc. Port St. Lucie, FL 34987 TEL 772 345 3800 FAX 772 286 0138 Transmittal y Date: November 13, 2008 Job Number: 041159000 Project Name: Golden Corral — US 1 To: Frank Williams St. Lucie County Building Permit Department 2300 Virginia Avenue Fort Pierce, Florida 34982 We are sending these by ❑ U.S. Mail ❑ FedEx ® Hand Deliver ❑ Other: We are sending you ® Attached ❑ Under separate cover the following items: ❑ Shop Drawings ❑ Prints/Plans ❑ Samples ❑ Specifications ❑ Change Orders ❑ Other: Copies Date No. Description 3 11-11-08 1 Check No. 2924 in the amount of $12,000.00 for the Building Permit Plan Review and Permit Fees 3 2 Application for Building Permit 3 3 Legal Description 3 4 Notarized Owner and Contractor Information 3 6-4-04 5 Warranty Deed 3 8-16-05 6 Quit Claim Deed 3 7 Property Record Card 3 09-27-08 8 City of Port St. Lucie Utility Systems Dept. Service Availability 3 04-02-08 9 St. Lucie County Design Certification for Wind Load Compliance 3 10 Florida Energy Efficiency Code for Building Construction Florida Department of Community Affairs Form 400B-2004 3 11 Florida Department of Community Affairs Input Data Report 3 05-28-08 12 Florida Department of Business and Professional Regulation Application No. 386790 3 5-29-08 13 Sheet C-2 Site Plan — Stamped by the GMD 3 14 Architectural Drawings Page 1 f CIM❑ Kimley-Horn M and Associates. Inc. Transmittal 10521 SW Village Center Drive Suite 103 Port St. Lucie, FL 34987, TEL 772 345 3800 FAX 772 286 0138 These are transmitted as checked below: ❑ For your use ❑ Approved as submitted ❑ Resubmit ❑ Copies for approval ❑ As requested ❑ Approved as noted ® Submit ❑ Copies for distribution ® For review and comment ❑ Returned for ❑ Return ❑ Corrected prints Remarks: Copy: Fred Olama — Pars Properties, LLC Signed Lisa Leonard, P.E. Page 2 VICINITY MAP O o ..-'• i . I s �.. �\. io_,,, SECTION 03-48-42 N \ ,V LAND USE: COM (ST. LUCIE COUNTY) LAND USE: COM (ST. LUCK COUNTY) � \�>CPP � ��\4t, \ ZONING: CO (ST. LUCIE COUNTY) ZONING: CG (ST. LUCIE COUNTY , ,\ ti 0. ...,, sr\ o tt3 r T 0 O F1v1� 4X4 o iti 4 BENCHMARK #2 \ ` ` 1 \ O N0 1D� Ex ;TI G F . _ ' r boo a9a�\% 1 o ' N 0:11" W p.ss'�S89 46 59 E ` 578.07 TOP = 14,3s' %`' �\ �- - 3 U .. SET 18 .... SET 1B w 2' OVERHANG FNO 1/2' 0IP 110.sT (TYP)1os�T 19.2' 19.2'.. �� \`� N W 5 0.13 W 0.66 Li CIO N Q G } 'I Q A° '. ; 158.83' (; e \ . 5' WIDE ��I INVERT ME5 \ Z O. Z Z r 6 Q O 4 CONCRETE ELEV. = 11.10' \� I o. J I ' - > ,., 4"•. I .�1SIDEWALK - e ? ,<`,a, i , a rhvl: }•, 6 ., ! •. .� CONCRETE 2 a` "r J #°t „ a g .. jg rD • �C: ` \, �� FLUME \� 8.9' vq p 30 60 0 \ 70' GOLDEN RAL ,� \� 6z,f v= r £,:. ,S. : ..,,, •r._.. { a ,a..,..... (5) HANDICAP PARKING 10.5' 1 \ \ 10 .. 18' 18' 26', Z r 5 WIDE 11,502 S.F. ( ) ;>• �\ \� SCALE AS SHOWN E \, : GO.B. 9 t x : <. O.'' •°. CONCRETE SIGN TYP I :1 �T �. TOP INLET. Y , ELEV. 15.50 t ... -� SIDEWALK E I }, ELEV. _ pp F E 16 50 V 13.79' \ T Il ADA ACCESSIBLE B B B y5 G \ .••J s^'«yr `" ,, s `;: '# ,�! . , ENTRANCE .I. B B J ;N 40 , 0 Y a LL. ' BOTTOM y I ELEV. 13.50WO y \q V � \ A Oil- TYP ,: .. .Gr .., ^. •: ' .,�:: :: ,. � ram, ::. ,; .� - �\: I � • �, TOP : a<• s< ( ) Ci.. t ...,�, TOP , ,:, a;" , .<, •;_n •' 1, .,t, ---- Q , x a r 39 ` : _ L. W � ,.�>� i •`9'�'s„+q .,`f, `�''i;',.;,u^.t3 x ,h,`rirv,. ,:' :,.. � •\. �\ /' ..,\� o Li .. t t >,> r+ � v ��J '�J � 1 x -.. 2 tv,'il �}�i.. ... ;X'ij .. � � •✓ %§i +'Ap �j {)� yp _ G^ L , t. 4, e t' °�, sP"> x"t"s': e� +-si`H �C 11. % r ► ,./ \�. 4 i Y 2 1 1 f � i^ i t y ,I x , I :i t I r 4 xr i n q r, q i vt. St' is� 4' (� , 11.3 \ 3ti a' r+ 8' HIGH C.) ;;�' � , I ��-..I,.=v 1$h, V�. v..., � axe ..». .. � }} � e ,�, ; 5: ��. ':> �, �r;^r'd 4,,..,,: i.� WOODEN FENCE - ...�.��i �: w , �.£...,°�o. � }s�i ,_ �w.4^' »� > ' OUE E CE � � � £ h t A� Q O 6 6 4 4 r' �. O ,, � ,^... 6` WIDE r J N Z Z -�- Q x.. T w v#: t W W W W 10 a£ a'., r. - .. CONCRETE O 3 - - G W O O t ,.. TT.O.B. SIDEWALK LP �\ MANHOLE \� U U H T . a _,. , . ,' , •, 1., : ELEV. 15.60 O tS` I Q :r 4' \ ji Y ' W W 40r Q\TOP = 14.26' J B p INVERT 24" 0 RCP \ t . I Q �- , Q : *w"".£`!3.1x".ii4'?ik'��•.ra"`F I III:;.r; 70 FI FW r in 37' Call 48 How before you di Dial: 811 It's the Low! j � s.rw ms an. a a ram. ma. J - _ I ' .,. _ '. . • 390• o GOLDEN.CORRAL � \ CONCRETE ,Z Z : SIGN 30 � G WALK „O P : s<..CURBN :,'.t,; 0 '4`.T.: ' c :.'> ?a. •'`a'tC:rxr ,�"s�•t+i;,u x< Y v '''`,,.„<, ,,:r: N6215 36 EGVY, 1 : o �oE u r C 12'x12' DU16 tVk�ti�" : Ta 1 ., w•,..{ .: s. '�s"o;,; a r•5, "."" : 53.42 MPSTER R15 (typIn ENCLOSURE R15' 57 •1 a:.o re ,��:. ,•. .2,.� ,x ; :,- ,3."` �.r ,"e, ': : C:+ ¢+ �:r,.,,„s:,n. `e °•;a- A "a 1''i•e �s`s A R too C'P i x ,, TRANSITION 'F 24' WHITE STOP,�srF :.. ,. :a_ i,� T.y. ,.;`YPE D > . 'r+ ,;y,...^ a, m -„n,;Ty. > .. ._ �; x: BAR AND STOP, , 's,zr<, CURB TO .s',::a s ,"C'.., �,. ,.:-•••^..'"... 1kSPHALT,.. d,, :OURS (TYP) "p„ CURB r „T".. p a ^ - ':. ;rz' �;x., 3x s $::I, �' ,<.a ' ..,��' SGN::(TYP) ;(�-a ,x.�f T oFlz,., SSMH�, N 5 J J "., r ":' TYPE "Fi, n -, 14.65 = 54' TOP 18 � CO CURB r � 25 LF OF 6" DOUBLE ..... ;� •% ^� o D NOIDj8' IB I 10.67' �L(� A / YELLOW STRIPE v W U- N 0:43' W 5.45r � e� a� � � � � � � r � � � �.L, � � � L � � � ��` r+ � � � e• '\� q a O O SET i6 o n i I( \ O �' _ SET PK S89 46 59 E � .� � _ ' 7 I V 765.36 � _ _ � .� r H ~ ✓ o - ASPHALT ' CP 1 J l� LAND USE: CG (CITY OF PSL 0_ \ ( ) ( ) ( ) NOO'13`Ot"E(®�� o I \1 LAND USE: OSC CITY OF PSL LAND USE: CG CITY OF PSL 60.00 cvrCONCRETE GUTTER ZONING: OSC (CITY OF PSL) ZONING: CG (CITY OF PSL) ZONING: CG (CITY OF PSL) - -- - - -- -- - 75 S89°46'590E 150,89 I I c C7Cq\, GQ 60.00' } I 6 m, p Z 9 s` ACCESS EASEMENT T' Z Z n D ALL PROPOSED WORK ' r FIRE DISTf' 1 q 2 g E�. THESE PLANS AN ✓G r RE Cs ED FOR � Li k7l i z a1 AND SUBJECT F® DNINSP�CTORSIT AT CT TO Q O I I�IRI. bE r 3 �, b� \ I q N II�c r!T 9 I d I o s REQUIRED I w Sir z 5L \ ° r NT 1"-s MAY BE NECESSARY ON ORDER TO bFE . T ��- COMPLY WITH ALL APPLICABLE CODES. �. RF,�"'• l^w \ \ \l N 1 rlop Z SITE DATA A PARKING SUMMARY ZONING CLASSIFICATION :. PFEBENE nneA 0 LEGEND ST. LUCIE COUNTY FLORIDA 90 DEG PARKING: 10'x18' EXISTING ZONING NODUMPM LEGAL DESCRIPTION o 'm W/24' TWO WAY DRIVE AISLES o EXISTING LAND USE Noxa L1, HANDICAP PARKING PROPERTY LINE NorawNo a THE SOUTH 353.40 FEET OF THE FOLLOWING FLOOR AREA RATIO DESCRIBED TRACT: TOTAL NET SITE AREA 5.47 t AC 238,273 f SF RATIO I RATIO SPACES SPACES 18.502 SF BEGIN AT THE SOUTHWEST CORNER OF LOT 4, sr STOP BAR REQ'D PROV'D REQ'D PROV ID 238,273 SF 0.0777 BLOCK 4, SECTION 12, TOWNSHIP 37 SOUTH, RANGE o a LIGHT POLE PER SF PER SF 40 EAST, ST. LUCIE GARDENS, ACCORDING TO THE y T DETECTABLE BUILDING SPACE 18,502 SF GOLDEN CORRAL 13 SP/1000 13 SP/1000 150 150 LOT COVERAGE n PLAT THEREOF RECORDED IN PLAT BOOK 1, PAGE SIGN WARNING STRIP (MAXIMUM ALLOWABLE LOT BUILDING COVERAGE) 50% 35, ST. LUCIE COUNTY, FLORIDA PUBLIC RECORDS; c RETAIL 4 SP/1000 4 SP/1000 : 28 28 THENCE RUN EAST ON THE SOUTH LINE OF SAID LOT 5.47 AC -0 MAX. ALLOWABLE BUILDING HEIGHT 60 FT TOTAL SITE AREA 238,273 SF 4 OF ITS INTERSECTION WITH THE WESTERLY o m WHEELSTOP UPLAND PRESERVE AREA 56,554 SF 1.30 AC BASE FLOOD ELEVATION N/A RIGHT-OF-WAY LINE OF FEDERAL HIGHWAY THENCE o a {zk ASPHALT TOTAL DEVELOPED AREA 181,719 SF 4.17 AC 100% e i RUN NORTHWESTERLY ALONG SAID WESTERLY 00 s PAVEMENT MAP FLOOD ZONE X HANDICAP TOTAL* IMPERVIOUS AREA 127,748 SF 2.93 AC 66%////RIGHT-OF-WAY LINE A DISTANCE OF 860.51 FEET TO 12111CO295F SPACES BUILDING 18,502 SF 0.42 AC 10% \ \ �, -� _ STOP QA I "STOP" PAVEMENT /SIDEWALK 109,246 SF 2.51 AC 60% ��. A POINT; THENCE RUN WEST A DISTANCE OF 362.17 Ln FEET TO A POINT; THENCE RUN SOUTH TO THE CONCRETE SETBACKS (CG ZONING) PERVIOUS AREA 53,971 SF 1.24 AC 30% REQUIRED 8 POINT OF BEGINNING, � � �- ' ' DRY. DETENTION 20,694 SF 0.48 AC 12� . t © FTP-26 100' FROM CENTERLINE OF US HIGHWAY 1 (SR 5) PROVIDED 8 OPEN SPACE 33,217 SF 0.76 AC 18% n CONTAINING APPROXIMATELY 5.47 ACRES. FRO T (STREET 25 FT .3 ADA ROUTE bou% SIDEYARDYARD (NORTH) ROAD) 10 FT HANDICAP ACCESSIBLE PARKING SPACES ARE PERIMETER BUFFER: This Is to C9rtifJr that this alto plan meets the p9 �vv� o E YARD (SOUTH) FT « GREEN SPACE/LANDSCAPING REQUIREMENT INCLUDED IN THE ABOVE PARKING CALCULATIONS xomuRxo © PRESERVE AREA (EAST) p r6Y6I wouo nxo REAR 20 FT PUBLIC R.O.W. EAST 15 FT minimum technlotl requirementsbf the St. Lucie Co. R o SIGN *REQUIRED NUMBER OF HANDICAP ACCESSIBLE NOTE: voill PARKING SPACES BASED ON ADA STANDARDS FOR ADJACENT PROPERTY (NORTH) N/A N CONTRACTOR TO PROVIDE AND INSTALL Land Development Code. This approval does not ADJACENT PROPERTY SOUTH N/A PRESERVE SIGNS AS SHOWN. SIGNS SHALL St(tnt8 conatruction authorization until all such APR ? 1 2M ACCESSIBLE DESIGN: ( ) IpNr U ADJACENT PROPERTY (WEST) N/A INSTAMORELLED THAN 500GTHE F ET APARTERVE AS SHOWN en itmmpUsd With a: turiher Id ntifi t InpG Or have er#k'wth11tl," o° EXISTING UPLAND HABITAT 5.2t ACRES D 3 PRESERVE AREA SIGNAGE o N UPLAND PRESERVE AREA 1.3t ACRES (257) N� s -- $� APproVal Data 0 z z w O w> Lu z w J _Z J = w N a n Q = w a n o Q Q I O Z s� M M U CO Qi Z � xp O s = O U J ^ O 10Q a x Z ai¢„ c a Y cC Z "o 0 0 o = Floz I ti n 2 w J Q M W J Y U n y o IN N > 3 w O (n _O V d 0 0 di Z M Q 0 J L� fill LAM A All, uj Z O v LJ U J V) DATE MAY 2006 PROJECT NO. 041159000 SHEET ►NUMBER V'L