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0060 BENJAMIN FRANKLIN WAY
60 BEN FRANKLIN WAY SHEPLEY LUMBER YARD r r=}t� �! .: C'{ �>t� J ',',J,yy,,.�� r o�y c� ,r !"7"�. n ✓ J „E S :r 71 7:1Etl .f.�t,✓�YCryr�- '.:rrJ3 �1. t , KY y^'ut ri .rlil tt��4', fi.lG+3.r; r, ✓,/+�� r✓"'r,ayra�.+y,t�;a►�r4r`'�$r trr" �r� err: �..,�' 1A rr i�)!d; �,�,,," 5 t.rCs� Fi 1 + �'`+�XG, ' '.>f` t� r..+ y_.i a )� �w.� �G � C � k�,{!-� fi t i 6 ,,Yl �l;4!�' ,1.J� +y t i r � � {, ir. - .. e Y 4 y _ { a .--------.-Town of Barnstable BuiRdin �- Card Must be Kept Posted.Until Final Ins ection Has Been.Made. Must be Retained on Job and this Permit = Post This Card So That it is Visible From the Street-Approved Plans Mu P Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-20-1821 Applicant Name: BRIAN BASLER Approvals Date Issued: 09/02/2020 Current Use: Structure Permit Type: Building-Addition/Alteration-Commercial Expiration Date: 03/02/2021 Foundation: Location: 60 BENJAMIN FRANKLIN WAY,BARNSTABLE Map/Lot: 296-026 Zoning District: IND Sheathing: Owner on Record: SHEPLEY,LORRAINE E TR Contractor Name: BRIAN BASLER Framing: 1 Address: 216 THORNTON DRIVE Contractor License: 185,068 2 HYANNIS, MA 02601 Est. Project Cost: $5,000.00 Chimney: Description: Convert small enclosed space to 1 person office.Construction Permit F�: $ 160.00 existing beneath 2nd floor corridor. Construction below exitway Insulation: requires 1 hr. protection. Fee Paid.- $ 160.00 Date: 9/2/2020 Final: Project Review Req: Plumbing/Gas Rough Plumbing: _ \Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and strI ctures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for,public inspection for the entire duration of the Final Gas: work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing 2.Sheathing Inspection Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Person ratting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Itz Building plans are to be available on site 0 � All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT ' Final: OF TFI�t OApplication Number.. ..........................................:.......... TOM OF BARNSTABLE MASS Permit Fee.......................................Other Fee........................ 16;q. 19: 115 Total Fee Paid............. .................'...... .. ......... ...... TOWN OF B,AqN S t T{ ABLE Rp �. Permit Approval by. .................... .on. .............. BUILDING PERMIT APPLICATION Map.........:'." .�.�...........:.....Parcel... ..�. .�..... .... ................ Section 1 — Owner's Information P ct Locatio Project Address 0/9 /4C,-- `^ V ag 6LI7 n it Owners Name ' Owners Legal Addre S I� Mt City l S kte trvl Zip C&�01 I" i! Owners Cell# S E-mail CDC(;e aye ' ection 2— Structural Use I ❑ Single[Two Family g Commercial Structure over 35,000 cubic feet ❑ Commercial Struc under 35,000 cubic feet Section 3 —Type of Permit ❑ New Construction ❑ Move%Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment ❑ Sprinkler System ..._..__ [� Addition _..__._:« -._❑- -Retaining_wall -❑ -Solar El 'Renovation.Renovation ❑ Pool ❑ Insulation Other—Specify Section 4 - Work Description ANC `1 Y- � i`3 c ZSZ 6P� Crz���Lei Fi c1�GJ cxc�P��� � •we�y�c1Q� Tact nnAated- 1?./?R/?(117 Application Number..................................................... Section 5 Detail Cost of,Proposed Construction -zS02 Square Footage of Project zs-2 Age of Structure 1900 Dig Safe Number t4A • Total# Of Bedrooms (proposed) �►h I' # Of Bedrooms Existing r+lA -11-0--MP-,H--W nd-Zone_Compliance Method_ MA Checklist ❑ WFCM Checklist ❑ Design I '" -- - i- .,, Section 6- Project Specifics Wiring Oil Tank Storage ❑ Smoke Detectors Q �, . '�� • ❑ Plumbing ❑ Gas ❑ Fire Suppression ' ElAdd/relocate bedroom ❑ hunney El Heating System Masonry C. , - r' r'r Water Supply ��' "� Public .. . '` ❑ Private j ' ❑ 'On Site Sewage Disposal ❑ Municipals _- : r ;< Historic District ❑ Hyannis Historic District ❑ Old Dings Highway !� I amusing a-crane ❑ Yes ❑ No Debris Disposal Facility: Section 7--Flood Zone Flood Zone Designation ►�/1a Within or adjacent to a wetland, coastal bank? Yes ❑ No ❑ Section 8— Zoning Information Zoning District Proposed Use Lot Area Sq. Ft. Total Frontage Percentage of Lot Coverage # of Dwelling Units (on site) Setbacks Front Yard Required Proposed Rear Yard Required Proposed Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes No p p rtY Application Number...:....:.. Section 9— Construction Supervisor Name—A... $0 6 Wfrt-- Telephone Number ` Address 6 D f O WH I w o City r-p—RTNA'n S State A _Zip D u G^c License Number 5'f5(r7 License Type' Expiration Date f 12-2-1W Contractors Email�Ll'Lt o -_o�t� �-a>d—Cell# �r�3 (� 1 I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massa husetts State Building Code. I understand the construction inspection procedures,specific inspections and documentati req ' e 7 0 CMR and the Town of Barnstable.Attach a copy of your license. Signature Date Section 10 —Home Improvement Contractor Name Telephone Number -Address City State Zip Registration Number Expiration Date _ I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your H.I.C... Signature Date Section 11 —Home Owners License Exemption i Home Owners Name: 4 Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. kF Signature Date APPLICANT SIGNATURE Signatur Date I { Print Name 1 CIP j6 Lo 1#- Telephone Number 50�.3kS . E-mail permit to: CT' i o r a CL) :T—1 6 K QD . Last updated: 12/28/2017 Section 12 —Department Sign-Offs .. Health Department ❑ Zoning Board(if required) El Historic District Site Plan Review(if required) ❑ Fire Department ❑ Conservation For commercial work,please take your plans directly to the fire department for approval. Section 13— Owner's Authorization 4 t I, , , as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: (�/� ���►.i . �z�l�ury t�V-�'/ �-Q�/Y�ctS �. C72(c�t d (Address of job) Signature of Owner date - Print Name i f 1 r i T.ast undated- 12/29/2017 Lauzon, Jeffrey From: Lauzon,Jeffrey , Sent: Thursday, February 13, 2020 11:56 AM To: 'craiglohr@lohrconstruction.com' Cc: Lauzon,Jeffrey Subject: ViewPermit, Permit No:TB-18-1450 Applicant, Please be advised permit application TB-18-1450 is deemed abandoned as per 780 CMR R105.3.2. If you wish to proceed with the project,a new building permit application will be required in order,to obtain a building permit. Please do not hesitate to contact this office with any questions.Thank you. Respectfully, Jeffrey Lauzon Chief Local Inspector (508) 862-4034 ieffrey.lauzonatown.barnstable.ma.us 1 I' Lauzon, Jeffrey From:: Lauzon,Jeffrey Sent:. Monday,June 04, 2018 11:06 AM To: . craiglohr@lohrconstruction.com' Cc: Lauzon,Jeffrey Subject: . ViewPermit, Permit No:TB-18-1450 Applicant, Please be advised the above application is denied as submitted for the following: 1) Construction documents contain conflicting information (interior office space vs. new addition). 2) Construction control documents missing for fire protection and architectural. Structural construction control contains 3) Other information as required by 2015 IEBC 105.3 as it relates to the scope of work such as use group, level of work, compliance method, etc. Please do not hesitate to contact this office with any questions.Thank you. Jeffrey Lauzon Chief Local Inspector (508) 862-4034 Jeffrey.lauzon(a.town.barnstable.ma.us To: Tom Perry—Town of Barnstable—Building Inspector From: Mike Cipro—Shepley Wood Products Re: Entrance to Shepley Wood Products Lumber Yard Tom, Enclosed you will please find an existing conditions drawing of the entrance to Shepley Wood Products. Trailer trucks entering & exiting our yard have a very hard time making the turn entering & exiting, as shown on plan. We would like to change the radius to ease entering & exiting. This would make the access to our yard safer. The proposed change to the entrance is high lighted in yellow. Coastal Engineering will do the engineering. What do we need to do to get this project rolling as far as requirements from the Town? Mike Cipro 508-367-8128 508-862-6258 k i y, e �' t `')�1:L82�.Kc a A��'S. Ss•e"�L re.i r .,« k- �n-iF' Py�" . y,a.+lr� o r.•t...� !� .,k. M.3 i�'�.k-'�,+...�t'" r�,L., GX't�. J�twt' '�,1trg�'� �4•�2���,.�JF#��\n�.yt ''ti` �,+" yam.-F(r,w ��*'��^�"'� � 'J ram• �Nt�i.'"' �,,, ASSESOR'S MAP 297 U + + x � ` .. t-�'x •r s �.f N try P 3W T �x +i �`3�i a� t t �,r•��„2r rr,i��, d x�r �. ,��r r-d "` �r nl s x c W v f t r t PCL. 86 2 �•bcFr'�',���xq � r F f rs �" r� F ,�'�§'��✓�`d T�'� 2,:i�"i s, <�*s.�� ��� v��w4''�y,��`�',i�au"•[� �'� t: tom} ,� r V .h ,t x -•IS'3 � l�-c ,�.S > 1 K -..� 4 r. f ai✓: a,3 t q,.i .r •`„ �r-y+' -i'C }<-r"y J s ' Y. . 4 •Nd '*` . x�°C E ry r }r,.�7 ro4 s.f' ! - ?" c3' + ;f ''t`ts., '*-0•to y'r_ 5"�3""L''s:�"' ; sa„� �"1`i'B�i v -'�„ •X' � , {''s.�x ''�'�'�6 .� f � St. •Jv��,, S•r ^r S-y d t�c:r���Jy-vt..v rt��� T���;�'r"'�-' '� "5 tt i �` ('� 1 y�i .,�. Sy.S 1��•1"'Y '�+i L��I�� •�$• �* ��,[ . '�=4 �.t�R' i 7d'+i t 1 1 !sf K r5•' ,��'� .�" jlT2t `r t h �*•f y xt,.'i. l C'' .h Y 'T 5 '�ti. t'Kr5 V i Y �,� h '^ 4yyc J.•>i; °,+ / 6 �e+d�s�'Y � ;t r�".rt k "• " Y � s �r� �.,ff � 'u � r� '>'" ; �J. �f������.�k w2a.; �- ��i s`$Cr>i r - > (. s Kr i r.,��.-'_� Z.` ar" 3'� •,5� 4 1 Y:J's,.�'�11^F! <t+." j ?.c+ } r.•+ r�� # y } -Y�t a r f / 'xaF�r('esf�yf`rt- i �y.'��-���s••�{ s�� v!� OJT �ti'Y.e - tt t'4•�' h ' y rz rd Z Z _ate e P pm�sr.Yx" TING EXIS , BUILDING i .. 12 T.'c� �`S }LC,� C ��Wes. •, _t 4na�a M+X 6)t+`b..r-f �-f' •s'C` ` EXISTING ' c 'IF EV—IGUARD HOUS44b4q f �.., �. N88'47'06°W � � � - 117.9 ' H EXISTING SIGN NI 0 EXISTING Y TOWN OF'iBARNSTABLE BUILDIN�� ERMIT APPLICATION Map 9- .1v arcel Q a, Permit# Health Division 041% ° _ - Date Issued Conservation Division 11 lj �k 'd' Fee G o Tax Collector Treasurer 1 I r Iq I APPLICANT MUST OBTAIN A SEWER CONNECTION PERMIT FROM THE + EKINEER1NG DIVISION PRIOR TO CONSTRUCTION. Historic-OKH Preservation/Hyannis Project Street Address 0£� /�,or>`1 -Village SS Owner 4Z2,12ryS� �l Address vE ,®.!✓/l/s Telephone d- Permit Request "2x e Square feet: 1 st floor:existing proposed yg� 2nd floor; existing proposed �/g� Total new Estimated Project Cost � Zoning District Flood Plain Groundwater Overlay Construction Type wvo� Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure 1 SAS Historic House: ❑Yes (:kNo On Old King's Highway: ❑Yes VNo Basement Type: ❑Full ❑Crawl ❑Walkout .❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes A No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size .Barn:O existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new-size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ' ld Yes ❑No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION r Name x Y£ V L Telephone Number 2 Address 35 _P o,�� r ��r__ _ License# Z�VAff j2,�60/ Home Improvement Contractor# �`� 7 Y-7 d-, " Worker's Compensation# -ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 4�r ,Wg SIGNATURE X_ 1' DATE FOR OFFICIAL USE ONLY - - PERMIT-NO. DATE ISSUED ' MAP/PARCEL NO. ADDRESS ' 'VILLAGE OWNER . x. 'r'- • _ ' � ../. � 1. DATE OF INSPECTION FOUNDATION FRAME INSULATION' FIREPLACE ELECTRICAL: ROUGH r y FINAL PLUMBING: ROUGH FINAL GAS: ROUGH ,~. FINAL FINAL BUILDING• ` DATE CLOSED OUT ,, ASSOCIATION PLAN NO. ` ' I�..,.,.1„•.,_..;'-r-.�..-..-...'*-11;-,.-.' .,;.v...«.-.tom+'•._•.+,^-...r.-..�r"",.s`z•w..�."'`."_+-„`�'rr..,.�y..,..•►,v,i,,....,-,-,,,,�„ �y,�;y,,;�;,,u,:-...>c.. . � � ,...�.--�-'y.—•'-r--'. a -IR The Town of Barnstable BAe.MASS. Department of Health Safety and Environmental Services 039. Building Division 367 Main Street,Hyannis, MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice Type of Inspection r ►J S lj Location $,v� -I �e.�,1�L'� Permit Number Owners, OZ4� Builder Y � n One notice to remain on jobsite, one notice on file in Building Department. The following items-need correcting: t "-e Please call: 508-790-6227 for re-inspection. Inspected by Date zf- ' . a -7 El own It 9 11 HTI i i i G 921 1 SL-ti'/A lo,j Exfs7lr F�i�r,.14 �21ARF1aQt1SE-� �. WARf."G'U9 'I- E I IM Z! L yi c,ss ;O L�U1SWIrJV ' }"f1 r1PlY SU6F1aap h°O". tn4 f�'ac.�1uv 2•�-Iv"LtG.EXT. STUD WALL wsu Tc[PfhhY 2 ND �ii�T-f II 12'ac, 6,�lets, ,'i!,'S'R Ja'I S�1�Gq. i s101rl(i .n[it R•19 ¢.C4.Ir�SLII.• . �iPfS1 FLOc�R�i..AtJ SL6 foutioATIC j VeT&I� • Exls�i�J�s IJEw cc•�5jnuc��le�! .w.o ......m.., ....�.. _. • FSun_a�aG S�I�IJ . - 1a�Z C-Ex aTJ C� 5" In" 5" wAREt-aCusE-� �;'�to•48"ac.A,JCJcr�Pxtts I III I ° _ y I it I (Mini a� rti.usu w1*J aDto.:�,JT sl..a.a� =1_�-�— '-- 9-�°� IC+".ZC' r 2"Pi to Irl`jUL.. — .II— I:I r' �j I :Ii. I C G. F --;:.:e -;fiMLY coMPc.GT tAP,TIJ✓ =-1U:-`!' 3 I �j4+— F—x6�cxriEv >���. — — —— — — — — — — — II I ...il�:iil—li!_:i1r-111 . �,tut.:�a7�oN �E�aI� }=C1u�r7ATi01-1 (�LAI� r Nfrw WAp+&J4ul-6 AyoiliCr I PaaPcs� rfmLf. sj"p,.&y 1 _—.uP ISTI n18 S'(4CL► .�----- -- .. ---_-- LEAC FLQ7IJI� BEJo(4 W11j'rCP+ ArJ R. 1'ltla�-�C�pE.DUE• A-,Pjj,6c P,ccFlna ovI&P, 1, gib• Tx4-j,J P,U-hOLICO 10 �T cvF1+ 'h." aox Pw SJc<.TIJiW4 STE.ELcJAr4xit� ro F- I YT sc�EPT K,&fTEY+ - _I i 2x6-IV"D,G• STuD WALL b1tfF1 Ex7.$ '44. i 1 S�Lnr1 D �L�OR rL�.�I �••• t-�?* P,srv�`�� r Z FS� c� n 006 1 g -,FIX Dept. (3rd floor) Map `0 R� Parcel 'I Permit# House# ® CcJs Date Issued / < - 4Deco 0 B -HkAth(3rd floor 5 -9:30/1:00-4:30) Fee �nservation Office(4th floor)(8:30- 9:30/1:00:2:00) Planning Dept.(1st floor/School Admin. Bldg.) Definitive Approved by Planning Board 19MA r BARNSTARLE, rEO 39. TOWN OF-BARNSTABLE, Building Permit Application Projectiress �© vc IJ AVk -3 �@�r�iZ L- ,v '',ram - PC-L A Village W�� - ~i�v�N Owner MP.2 sP�,�G��e.,= +t.T �"��� �`{t,E�Address �`�1 wo�tii^c�r� �✓� 'Telephone 1969 Permit Request ��.�S'� �LbC.� i 30-� O �C� S`C� t_' ��-i�i►v �,'�'�i�'iaN First Flood`, ©0 square feet Second Floor square feet Construction Type�j/�. - � Estimated Project Cost $ 1 So,000 Zoning District -p Flood Plain Water Protection Lot Size ,q�) 14 L Grandfathered ❑Yes ❑No llin e: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing St a Historic House ❑Yes ❑No On Old King's Highw Yes ❑No Basement Type: ❑Full wl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinish ea(sq.ft) Number of Baths: Full: Existing alf: Existing New No. of Bedrooms: Existing New Total Room Count(not including baths): Existing First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil lectric ❑Other Central Air ❑Yes ❑No replaces:Existing New isting wood/coal stove ❑Yes ❑No Garage: ❑Detached ' e Other Detached Structures: ❑Po (size) ❑At ed(size) ❑Barn(siz None ❑Shed(size) ❑Other(size) n ' Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ ' Commercial ❑Yes ❑No If yes, site plan review# 02 S- q8 Current Use V'!Ouse Proposed Use ` A PLC-e i Q,,tS G_ Builder Information Name S �ti-�sac�r--� Telephone Number ���� Address 3 �u CCU.ti C-�r `,t»' License# OZ -7C� Home Improvement Contractor# Worker's Compensation# �X( C.J 8 19 J2-4 NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE , DATE - 10 BUILDING PERMIT DENIED F HE FOLLOWING REASON(S) 46 FOR OFFICIAL USE ONLY PERMIT NO. A.a DATE ISSUED < , MAP/PARCEL NO. > ADDRESS VILLAGE - OWNER DATE OF INSPECTION: } F • - _ FOUNDATION FOUNDA FRAME ! .4 N ,, } i INSULATION ' } d FIREPLACE `ELECTRICAL: T ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH ' FINAL , • } -: '. � �' , _ - FINAL BUILDING • c DATE CLOSED OUT ASSOCIATION PLAN NO. ' } r 1 AMERICAN BUILDINGS PHENIX CITY,AL 36867 COMPANY (334)291-9986 Crossenn Construction June 5, 1998 73 Main Street Extension 71176501 Shepley Wood Products Dennisport, MA 02639 Hyaniss, MA LSS-90'0"2114"-40'0 LT-4010"25'6'-40'0 Gentlemen: This is to certify that metal building components furnished by American Buildings Company, an AISC-MB certified manufacturer,was designed in our Phenix City,AL office and for fabrication in our LaCross.VA plant.The members are designed to comply with the following loads specified in the Order documents: Design Loads: Design Load Combinations: 1) Metal Bldg. Dead Load (D) 1) D +C +L 2) 25.0 PSF Roof Live Load (L) 2) D +W 3) 25 PSF Frame Live Load (L) 3) D +C +L + 1/2 W 4) 90.0. MPH Wind Load (W) 4) D +C +S+ 1/2 W Exp. = C 1 = 1_0 5) D +C + Unbal S 5) 25 PSF Roof Snow Load (S) Pg = 25 1 = 1_Q Ce= 1.0 Note: This project is designed as an Enclosed Building. Accessories(doors, windows, etc.) by others must be designed as "components and cladding"in accordance to specific wind provisions of the referenced Building Code 6)Seismic Data as Follows: (E) I = 1Q Aa= 0.12 Av= 0.12 Seismic Hazard Exposure Group 1 Seismic Performance Category C S = 1.0 Concentrically braced frames ( R= 5 Cd = 44) Ordinary moment frames of steel ( R= 4'//Z Cd = 4 ) Equivalent lateral force procedure. 7) 3.0 PSF Collateral Load (C) 8) L 10' Below eave( 18'clear)canopy @ FSW and LEW of Lean to and REW of LSS Please note that unless otherwise specified on your Purchase Order, American Buildings Company Serviceability Standards (1996 MBMA/AISC criteria)will be used for design and fabrication of your order. These design loads and combinations are applied in accordance with the 6th Edition Mass Bldg Code. The design is in general accordance with the A.I.S.C. (Ninth Edition) and A.I.S.I. (1986) specifications with 1989 addendum. This certification is limited to the structural design of the framing and covering parts manufactured by American Buildings Company and as specified in the contract. Accessory items such as doors, windows, louvers, translucent panels, and ventilators are not included. Also excluded are other parts of the project not provided by American Buildings Company such as foundations, masonry walls, mechanical equipment and the erection and inspection of the building. The building should be erected on a properly designed foundation in accordance with The American Buildings Company Erection Manual and American's drawings for the referenced job. The undersigned is not the engineer of record for the overall project. Sincerely, /2 ,: Frank H. Mims, P.E. - �v Engineering Manager _ - �THE The Town of Barnstable B" MASI Department of Health Safety and Environmental Services 039. 39 Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner August 24, 1998 Attorney Patrick Butler Nutter, McClennen& Fish Route 132, 1513 Iyannough Road PO Box 1630 Hyannis, MA 02601 Re: SPR-054-98 Shepley Wood Products 60 Ben Franklin Way, Barnstable (296/026& 027) Proposal: Construct 60,000 square foot pavement with drainage to accommodate a loading dock and access proposed from new gravel parking lot. (See SPR 025-98). REVISED PLAN Dear Attorney Butler, Thank you for submitted the revised plan for review. It is approved with the following condition: • Curb stops must be added to the proposed gravel parking spaces in the southern section as noted on the enclosed plan. Upon completion of all work, a letter of certification required by Section 4-7.8 (7) of the Town of Barnstable Zoning Ordinance must be submitted. Also, all signage must be discussed with Gloria Urenas of this Division. Respectfully, Ralph Crossen Building Commissioner f The Town of Barnstable MAS&a eniwsrna�.c. Department of Health Safety and Environmental Services 1659. Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner July 29, 1998 Attorney Patrick Butler Nutter, McClennen& Fish Route 132 - 1513 Iyanough Rd PO Box 1630 Hyannis, MA 02601 Re: SPR 054-98 Shepley Wood Products 60 Ben Franklin Way, Barnstable (296/026& 027) Proposal: Construct 60,000 square foot pavement with drainage to accommodate a loading dock and access proposed from new gravel parking lot. (See SPR 025198). Dear Attorney Butler, The above referenced proposal was reviewed at the Site Plan Review Meeting of July 23, 1998 and approved under Section 4-7.4 (2) of the Barnstable Zoning Ordinance with the following conditions: • Submit landscaping plan showing 8 trees. • Show placement of guardrail at steep slope for gravel parking lot. • Show 24' wide access between paved&gravel parking lots. • Regrade area of southeastern parking area catch basin to drain water on site. • Reconfigure Handicapped parking spaces to include 24' clearance to the rear. • Define parking spaces and show locations of concrete bumper stops for gravel parking area. Please be informed that a Building Permit is necessary prior to any construction. Upon completion of all work, a letter of certification required by Section 4-7.8 (7) of the Town of Barnstable Zoning Ordinance must be submitted. Also, all signage must be discussed with Gloria Urenas of this Division. Respectfully, Ralph Crossen Building Commissioner The Town of Barnstable i r B„x,,,� ,,E,„� . Department of Health Safety and Environmental Sery ces �►ss Building Division 6A. 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph M. Crossen Fax: 508-790-6230 Building Commissioner April 13, 1998 Ellen Connors Shepley Wood Products 216 Thornton Drive Hyannis, MA 02601 Re: SPR-025-98 Shepley Wood Products, 60 Benjamin Franklin Way, Barnstable (296/026) Proposal: Construct a 2,282 s.f. addition at the NW corner of an existing building, and a net addition of 3,402 sf at the eastern side of the structure. Use will be as a workshop and storage. Dear Ms.'Connors, The above referenced proposal was reviewed at the Site Plan Review Meeting of April 9, 1998 and approved under Section 4-7.4 (2) of the Barnstable Zoning Ordinance. Please be informed that a building permit is necessary prior to any construction. Upon completion of all work, the letter of certification required by Section 4-7.8 (7) of the Town of Barnstable Zoning Ordinances must be submitted. Also,all signage must be discussed with Gloria Urenas of this Division. Should you have any questions, please feel free to call. Respectfully, Ralph Crossen Building Commissioner v i Y r CAFCN BASIN I• �" RIN+138.65 t} l EXISTING PAVED AREA , � UP Qy I • N fAruiBAC/N ..AREA -.`.4.934 AC. f1VCR--av D RIM-137.98 RIM-137.59 1, Y UP CA MH BASINup ♦ f f �UP .CA ILN•BASIN. ,,(( :.--•.I R1M=13L9; .. 4 •Y.UP,'. I a � � t CATCH BASIN RIM 13622 1 $2 87� I r l y a4;u"� � €+t 3 r:,��s��;RrN 131,33 DVER aav iN B• � � r x�; ,,c�3��," . 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IZ }: rL_ • •�T,'^i �.1 .DO� LT MEYER 7-0 I -- _ - - I_ -- - ` 9 pro�rsstoata!'$uilAfagAesTg+ier P.O. w 02660--.-. -- -- - .r — —— _ r I — 11� lh G II I`•7i 50' y PEDESTAL, FOOTING & FOOTER SCHEDULE (w/ anchor. bolts) : P98-42 Line JIFooting Size Pedestal Reinforcement Anchor Embed Point II Required Size Requirements Bolt Depth ------------------------------------------------------------------------------- A-1 II 12"x 410"x 516" 1181?x 18" 5=#4 Bars EF w/ 2 ea II w/ 6-#4 Bars EW 144 side bar ES 1-1/411x 30" 26" II space 7" o/c space 3-1/2" o/c II A-2 II 1211x 41611x 710" 316"x 24" 1044 Bars EF w/ 2 ea II w/ 1044 Bars EW 344 side bars ES 1-1/4"x 30" 26" II space 4" o/c space 4" o/c 1"x 20" 16" II A-3 II 12"x 51011x 516" 318"x 18" 944 Bars EF w/ 2 ea II w/ 7-#4 Bars EW 144 side bar ES 3/4"x 16" 12" II space 9" o/c space 4-1/2" o/c i"x 20" 16" II B-3,C-311 12"x 1161Ix 118" 11011x 16" 444 Corner Bars 2 ea D-3,E-311 244 Bars in 3/4"x 16" 12" & G-3 II Strip Footing II F-1 11 16"x 616" square 116"x 18" 344 Bars EF w/ 2 ea I ) w/ 9-#4 Bars EW 144 side bar ES 1-1/4"x 30" 26" II F-2 11 16"x 616" square 116"x 18" 344 Bars EF w/ 2 ea I ) w/ 9-#4 Bars EW 1-#4 side bar ES 1-1/4"x 30" 26" II F-3 11 1211x 516" square 116"x 24" 344 Bars EF w/ 2 ea II w/ 6-#4 Bars EW 244 side bar ES 3/4"x 16" 12" II H-1 II 12"x 41011x 516" 11811x 24" 444 Bars EF w/ 2 ea II w/ 5-#4 Bars EW 244 side bars ES 3/4"x 16" 12" II space 9" o/c space 4-1/2" o/c II H-2 11 12"x 416"x 616" 218"x 24" 8-#4 Bars EF w/ 2 ea II w/ 7-#4 Bars EW 244 side bars ES 3/4"x 16" 12" II space 8" o/c space 4" o/c II H-3 11 1211x 51011x 516" 31811x 24" 944 Bars EF w/ 2 .ea II w/ 7-#4 Bars EW 144 side bar ES 3/4"x 1611 12" 11 space 9" o/c space 4-1/2" o/c 3/4"x 16" 12" Notes to Work: a. Dimensions are width (parallel to) x depth (perp to) wall faces b. Column wall ties to be #3 hoops spaced 12" o/c c. Anchor bolt projections to be 3" d. All concrete cover 3" from face; earth and open sections alike e. #4 Bar lap splice distance => 22" f. H-line includes 12" wall set-back to front of steel line Project No: P98-42 Vehicle: YES Unbalanced II Wall I Footing Wall Height 11 width I depth I width I heel I Remarks H II I I I 11min depth of in 71611 11 12" 1 12" 1 3'-0" 1 1'-0" 11 18" to top feet II I I I II of the wall 11 footing Reinforcing 11 Bar I Bar Bar Bar II Steel II #1 1 #2 1 #3 I #4 11 Remarks Size II I I I JISteel spaced & 71611 II #4 @ ( 4 ea #4 I #4 @ 1 #4 @ II from fill Spacing 1114" o/c 1 I 28" o/c 1 10" o/c 11 (soil) faces II I I I . II so that the Footing Top of Wall II clear cover & Footing Horiz 11 to bar cage Wall 11 is 311. Unbalanced 11 Wall I Footing Wall Height 11 width I depth I width I heel II Remarks H II I I I JIStandard in 319 II 8" 1 12" 1 1'-4" 1 II Wall Ftg feet II I I I II Reinforcing 11 Bar I Bar Bar Bar II Steel it #1 1 #2 1 #3 I #4 11 Remarks Size II I I I II & 319 II I I 244 1 244 @ II Spacing it I I Bottom 1 6" II it I I of I From II I Footing I Bottom II i I & Top II I I of Wall I I Unbalanced 11 Wall I Footing Wall Height 11 width I depth I width I heel 11 Remarks H II I I I 11min depth of in 71611 II 14" I 12" I 3'-0" 1 11-Olt 11 18" to top feet II I I I II of the wall II footing Reinforcing 11 Bar I Bar Bar Bar II ---Steel --- II #1 I #2 1 #3 I #4 11 Remarks Size f JISteel spaced & 7'6" II #4 @ ( 4 ea #4 I #4 @ I #4 @ 11 from fill Spacing 1114" o/c 1 I 28" o/c 1 10" o/c 11 (soil) faces II I I I II so that the IlFooting I ( Top of I Wall 11 clear cover II & I I Footing I Horiz 11 to bar cage II wall I I & I II is 311. 1 Front I II I Wall I II i r AN AMERICAN BUILDING tr,.l A.B.C.JOB NO. f GENERAL FOUNDATION NOTES AND CONCRETE DETAILS CERTIFICATION AND SCHEDULE OF DRAWINGS 1.A1EtpGw BIaDM1af caLVAMr AS51A1[S Mo RESPalmax alE INBa(rc roM(o1P1DLnOK(LOOK aR aAB omaM as m16IR11crN1E 11B B ro CERIwY TINT M rErAL 111MW4 compoNa 15 A1A elnoac mIa( x.M rourlalllax OE9aT1 BItOMD BF OwtE pp ODE aEGMO ro M sPEm1c saa cmd11011s PMFSa1I Ar M Allu(L.W89IL PiiM1m1®ar Aac wME DLB1atm ro Lrnslr pnt M raaornc CRnoaM >(o16tDElION lwsr a Dmotm(aR M Mwaclat M(ACIOB AS THEY APPLY ro A PAmcuw el>.nw14 A1A 1ABT eE AOEOaTC ro oEsa.LONS wwE; oEsa1 Lao COrBVN11al$uaE SHEET NUMBER 5OAT.ERE-V. 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BAl6(Y M Dav1 REo1AK3K1(Is a '� WR u LaMDswM rML P,w1a.���96-W1aw-x•G mncluul sTm 1]/1r x 3.- AMo oR M Aac mwlRAcr.T1.s vy1 BR4I aBIS ASMWM)-sMR EMS rIK CASE Ba" Btl.5/1S bA x•.aaE Cwwrr nDlml wo®TAMR Ma 96-N19A -N G 61MICMIRM Slm 1 3/IB'a]S EWilOG4 M[R[Ctgn O(M Sm1K 1MR, BC6"J/ar ON m.1T 01A LONG59 MOOT PA REVBgNS MELSSIONS MADE IX9 ONE ExGil aTE oRA1wAc SNRAifM DATE PHENI%CITY AL""" MADE IX9 aTE aNR WE N0. srAlm SCN.E: NONE law cw16+R11cla ��er 13n s/Be SH6 LEYTHO WOOD PRODUCTS raM APVROAa 216 THORNTON DRNE ";ron PtM1wl wY clKa®Br:5w fi B/96 HYANISS , MA pMERICAN BUILDM,$COMPANY -- '-• - -_. f)(p1 PRarw• omcM M>Po Bc CROSSEN CONSTRUCTION nfl'"o ROOF PANEL S WAI K DOORS ROOF CURB FRAMING RECENT PRODUCT REVISION rnE:__L_________GAc[26[OLOR�y-I$`__ ON SITE FIFE SWIG LOCNSFT ttOXA COLOR LWCR FIRM L E- SIDES ARE OUT 10 OUT CURB DWENS10N AS UNDERSTOOD W AMERR:AN BULDINGS ME FOLLOWING NOTES wr M wT NOT PERTAIN TO THIS PUNT wMRUOY:J)Q_WMER TIGHT wMRMNADI COMPAW'(AB.C.).DO MATH Y 1 FOR R GUMID RWFGCUNB iRW�i G�50J000/. SFfOFN AB 6N uR NOTEWprtm'PRODUCT OHARES. M70 W70 —M—K_HG __TES—HO MTE —KS_NO ____ THE AB.C.DESIGNER. I.TIIHN—Cl UL 90 CERTIFIGTWN�xQ_ —_-- ME wGNITUOE AND LOGigN OF ALL LOWS—FORTED 07 ROOF CURBS YUSi BE W70__W70 __M—NL—MG ___ —_—__ __TES__NO RRRF _YES_NO CLEARLY SPECFED IN THE ORDER GOCMUENIS. JIRO__fi0)0 _u_NL—HG —__ _YES_NO IGNITE _YES_NO __— ON WIOTN LENGTH SLOPED M RIDGE ___ __W70 W70 —u—NL—HG ___ TES—NO -RE _KS—NO --- WALL — rrPE�_A3P_—____GGE36 GOLMLI-0?M-g.SEv--01-- FRAMED OPENINGS ROOF CURBS I• - PAINT wMR,NNN J ___ ON XHET. HEIGHT U. HEIGHT FIR WRAP TRIM LINER FIRM UNER TRIM ON -1 wR)ln OIITSIpE IIIFGIn N. — c—- COLOR MI Er IIS A_ Ali_ _93___ Ff _A-YES_x0 —TES x W ---- ) —__ 6 SAVE TREATMENT 30'0 O LINE A — _ILLQ- _LtiQ— —f— JLrES—NO —YES jLNO S`w/EXTENDED,uYBs 100 O LINE I STANDARD CURER w/OOWNSPoUTS__—ITO.C.(HUT ___ _—_-- _—YES—NO _YES -- SKYLIGHTS/WALL LIGHTS MANGE BWK CURER w/OOwNSPoUS__—IT O.C. _NO —YES__NO —_—_ i—SLUENT srcT N OTY�b_ 9ZE�_6— )RN�KyS 9uPLC UK IRIu ___ --_ _—___ _—___— KS_NO _YES__NO ___—___ iRMAVCEM A'6 WARE LIGHTS Ott:-,—_ _x_OELU%F UK TNM(ABOK CMOPY O LIE x) --- —___ ____— _—_-- —KS--NO —YES__- KE AND SNOW TREMMENi Np _— ___— ____— _------ —_KS_NO _YES__HO ---—___ fLIGBDE TRIM COLORS TYP E AM OR SLOPED HEIGHT LENGTH FREUECIKI UNDER—E UNIT ___ ___— —____ —___— _YES__Np —K5__Hp ___—___ ___ __ __— _—YES—NO —YES__NO ________ RARE Tmu:�RSLPJJL CURER/GK: _BH6LP19_ DOwNSPOUS:_9BSLEM FRAMED OPENIN S GW29- —PANEL TYPE ____ GAGE: COLOR: __IRR)COLGR�_-- WI SOFFIT PANEL TYPE:__—_ GCE.___ COLOR: _TRIM CUORv_______ CORNER: wMy�Q BASE iRlu: —flRSI___ __—_ L uIXELLwE0U5: SELF-FL SHING THERM—CUSS.6URNSH SUTE BACK PANEL TYPE --- GCE:—_ COLOR: FARM COLOR:__—___ Ott NDW HEIGHT EITHER TRIP cER M OLOR __-- PRIMER COLOR — -NO L RED OM ESA— GREY_ SPF[ML_ _—YES_NO ___— CANOPIES —_— —_ ON EW SW SLOPE PROIECTpx LEHGM M1 RBE PANSELL FYPE G- ROOF FASTENERS _— _—KS__NO __L`6LQ_— —.IBD—_ _j14M__ __BQSE__ STANDING SEMI D _—_ _-- _Ks—_x0 I:13 AO'0 NONE NONE x rco _e'_ B./I•s SELF DRILL NE%HEW GK—W:GUTTER TRIM cOLOR�BRSIP)0 OOwNSPoUi RETURN:__ I SELF DRILL IE%HEM w/WASTER -- _—_ __— _YES___NO _— WWNSROUI ELBOWS ONLY:___ sANmnc SEAR m S.Sie x I SELF MIL HEX Iu0 s[Lr MILL HEx HEW w/wASu[R LOUVER$ OVERHANGS O LONGSPM WNTE ADJUSTABLE W/FIND SCREEN ON PRMCTIGN LENGTH SOFFO TroE COLOR GAGE A/13 LEE SFAu x 11/1 SELF MILL HEAL HGD XI/WASHER B./IA x)/B SELF DRILL HEX IEW W/INSIER ON NpM HEIGHT ... TRIM Li aOipu A/ x SE ___YES_—N0 ... RA I AR pgLL HEX HEW w/WASHER --- ----- ---- —'— WWnSPoUI E180W5 ONLY—__ DOWNSPoIIf RETURN:___/I♦%I SELF DRILL HEX HEW w/—ER _—KS---x0 EX,WA 1 FASTENERS __YES__x0 ♦ 38 LOnGSPAN OR MCnrtECiuML _______ _______-- —KS___NO —_ ILL Ol— B.SIe x)/B A SELF DMLI Ex—w/CLEAR WASHCA -- __-- ---- —KS--THE ------- PARTITIONS ON WIDTH LENGTH HEIGM PANEL TYPE DACE SIMDOw TIME SELF MILL HEX READ LINER R PANEL_ C...B./RA x)/B SELF OREI HE%HEW w/xU)ELANN /CLEM WASHER UDC LENGTH NEIGH) PANEL TYPE GGE COL TRIM TRW OR LINER T COLOR TRIM FASTENERS ___ ______ __—____ _—_—__ ---As___NO ML FASTENERS ME/IA•)/B XM DILL w/CLEAR WASHER _— ______ --_— _—___ __— _—KS ______ ________ ___ ______ _—TES___NO F R N R NOT --- A SnEETwG/Flw6wxG TO STRUCTURAL CORRECTIONS -- ------ ------ ----- — ------ --A'--NO ----- B-SNEETING=lA=O i0 SNEEDNG/F-.W`CONNECTpNS 2- IL°1�OSS ROUND 30• THROAT WHITE VENTILATORS I INSULATION (—S-4- 6 5 KM T. [ B E NONE BY OTHERS OT ABC THKK N caoR prH rACE ---_IN -----RIDGE MOUNTED _____SLOPE MOUNTED ROOF ---- _){_ __ _ T 1( 10'RIDGE VENTILATORS WALLS— _Z_ _-- _-- —_ _ON M 0'SIG— ____UREM FEET COHl— RICO BMADY_=RWF:--__WALLS:____BEARING PUTE�_ THERMAL BLOCK_____BT ABC:___ BY OTHERS:---(J/f rHKK ONLY) ROOF JA%S Ory —E MISCELLANEOUS MATERW SPACER STRIP�__(FOR LEG SFM WOHOUT IxSUWR,N) I/(-A DuuETER OR -T DNMEIER —__ DK-S Y-IT EMWETCR -�L I N0. RE'n51ON5 MAD[Crc'p DATE EAR DATE NO. REMS ITS MADE CK'D WE ENGR DATE ORA iM NONE PMENIX CITY ALABAMA wu¢SL&O1 SCALE: DATE SHEPLEY WOOD PRODUCTS 1•]FOR cOHsrRUInN DRAWN IN: Mu 6/98 216 THORNTON DRIVE 1)FOR APvnOvu CHECKED BY:SW 6/R3/9B HYANISS MA AMERICAN BUILDINGS COMPANY 1)roR P[RMIr aNr (1 roR PaaIMINARr D[scN MPG Br: CROSSEN CONSTRUCTION DRAWING. /)1]6SO1 ABC-2 REv.No. CAD BT: O6 06 96 Ob:J6:AB 13.J NUMDER' 0 � >~I I!fi A BPO1'C BPO]-C I< <I <PDRTK BRACEf I _ I ml I I I I I I F -A I I I I I I I I I -_<BRACED - ta ml gl Im I ml E—ING BUILDING I I I I I I 5 aPoz-B iAT L NE,I- I I I EIIISTINL BUILDING I I BPD>_B !j Im o I <PORTK—El I g L"I BroI-oevoz-D 1111 I!'6r ANCHOR BOLT PLAN zDa Tl (FIN VATIO ISHED FLOOR ELEN D-V U.N.) KL P J J I( BASE TES At FINISHED FLOOR U.N.) ' <O'D OUi t0 OUT OF CONCR[iE No. REMSONS LADE CN'0 GAT[ ENLR DATE NO. REMSIoN5 LADE CN'D DATE JENGRI DAtE I DRANiHG SDBAnK SCALE: NON[ I DATE I PHENIX CITY ALABAMA SHEPLEY WOOD PRODUCTS 1•]FOR<DN Ts mACIroH ORAwH Br: LMN b/98 216 THORNTON DRIVE ` ()F ArNmavK CHECKED 8r:SW s/B/Re HYANISS MA()FOR PEELI oHLr AMERICAN BUILDINGS COMPANY 1 i row PRnIUINAtN DESICN APro ar: CROSSEN CONSTRUCTION aEv.no. DRAWING. 7117650' A8-1 D LMN Ofi OB 9fi IJ,Ol:!! NUMBER' Dun', OF '•0 1'' DUi6IDE '•0 1.71 SIAB COMMO BLDG LINE1_ COMMON BLDG LINE COMMON BLDG LINE OUTSIDE Of SUB Of— ___T_____ _ _ �_______________ DUIS.M OF STEEL LINE SIAB EXISTING BLDG STEE LINE—EXISTING BUILDING ex a ii 8j a 1i Zi Tx Zx Zx iZt }x IZ I21 ' Sj 2 2 1 IZI 21 2 12121 t 6 �. Sx f lOx 6 8 6 102 I r l BP02—B BP04—B BP06-8 BP04— BP03—A BP01—A A s; OUTSIDE OF 45} SUB 1 Ell} Ix S H I OUTSIDE OF SLAB I m jj2' 4-E- O�m 2JI IiI f 10x 1 BP02—A staiF 3/1. BP07—B _ x BP01—C BP02—C ]/1.e AB 10 10 6 2' 21 2' 2' I�?12?I i 12121 "2 I1' I m a ° a ' I ''0 z STEEL NIrvE EBLDGG - I 12 OUTSIDE 1.° OUL6ipE Of SUB f OU Of A II OUiS10E OF SLAB SLAB f ' x 1 Sue BP01—D BP02—D j BPO1—B BP03—B BP05—B ^B "AS IJJ n rv0. RMSIONS ONA— - NONE SCALE: NONE DATE PHENIX Cl.;. MADE C%'D DATE ENGR GATE NO RM90N5 MADE C%'D GATE ENGR D.TE ALABAMA SHEPLEY WOOD PRODUCTS pl roa corrsmUcimx OMWN- LMN 6/BB 216 THORNTON DRIVE CNEC%ED Bv:SY 6/B/B6 HYANISS MA I J TOR RERMIT OxLr AMERICAN BUILDINGS COMPANY I 1 TOR RREDMI 1"l OE6WN AAPp BY: CROSSEN CONSTRUCTION DRAWING. REV.nO. CAD BY: O6 OB/BB O6:xT:Jr Ix.] NUMBER' 71176501 AB-2 0 MAIL COMPRESSION- 22.01t MAIL UPUFT -16.2K REACTION TABLE (kips) MAX. SHEAR - 3.2K LOA9 DESC -[ A 1 B MAX E/W REACTON ® FIRM. LN.LN. 3 » 40' SPAN D.c+L L> t.0 z1.7 D. 11 -7a D+re-> D 0+C+I.I/21I1-> 116 0.C+L+1/lw1<- q- 12 11a D+C♦L+I/2'NI-> L-> -t3 11.9 D.C+L+I/2WI<- R- 0-0 12A O s C+s.t/2W1-> L-> -11 114 D+C+S+I/2wt<- R- OE lia MAX. COMPRESSK)!v 20.OK _F D+C+s+ L- -IS tt 9 o.c+s•'/2w2c- i-> o-0 12.0 MAX UPUTT -15.4K B -2-0 2&a MAX. SHEAR - &3N MAX E/W REACTON ® FIRM. LN. 3 90'SPAN FRAME LINE 2 WIND REACTION TABLE (kips 10N - >i I1Lb o6C e O+C+L - A DD+WI-> RR-' -1..9 �41 3.OK 1.0K +wt<- l-> . 9 0+7PI-> -0� -7A X BRACING RCT'N ® COL LN 3 D EA +C + (WIND DIRECTION MAY BE OPPOSOE) D+c+L+I/2w1<- L' REACTKINS ARE BASED ON(ONE)BRACED BAY) 0+D+C+L+I+L+1/-`-/=> R-> L- -0.) a2 C Q! !1 D+C.s+1/2wt-> t-> -0.7 &1 D+C+s+1/2w1< R- OS A3 0+C+s e 0+C+s '/m- R-,I. ii 1wa FRAME LINE 1 - NONEXPANDABLE WIND S5K 2.81I &OK BJK REACTION TABLE ki s PORTAL FRAME REACT'N ® COL. LN, H LOAo oEsc wem e c o (WINO DIRECTION WT BE OPPOSIIE) D+C+L L-> 223 1L9 -?]� 47.) (REACTIONS ARE BASED ON ONE BRACED BAY) D D.IYI-> -10-0 -It3 aA -117 0+WIT- -7 D.C+L+I/2w1- L-> 179 NZ -20-0 4 7 D+C+L+1/2NIf� R- 17 119 -19.0 42.4 D+C+L+ L- 19 21) -1e3 ]&a 0+C+L+1/2w2<- q 20-0 27.9 -I&a 37Z 0+C+s+ L- N.] C.s+1/]WI<- R M'I ]1.1 -I93 427 _ tt D.C+s+I/2MI-> L- &9 217 -Ie3 as WIND I 0+C+s.1/2WI<- R = ",$) -I&e V. _ 17 2K B D FRAME LINE 2 J 17.2K 24.7K 24.7K . X " BRACING REACTON ® COL LN F _ (WIND 01RECnON WY BE OPPOSITE) (REACTONS ARE BASED ON ONE BRACED BAT) REACTION TABLE ki s la0. - A 9 C 0 O+C+L l-> 9.7 1" -9.7 = .. 0+WI<- R-> 2.0 WIND 12.4K D+C+L+1/2W1<- R-> 10.1 IM -).9 19� 0+C+L+1/2MI-> L-> 8.1 113 -7A 17.1 :-X 0+C+L.1/2wI<- R- 90 1DC.S.I/2wt-> L-> IQO 17.4 -rl] Ile 14.9 4 IS.2K _ C R- 144 D.C.s.1/2K2-> L-> �GI 11.2 14 1)J PORTAL FRAME REACTON ® COL. LN. A e u 9.0 12-0 I Isa (WIND(REACTIONS ARE NRE BASED ON ONE BRACED BAY)MAY 8E OPPOSITE) FRAME LINE 1 NONEXPANOABLE ^ RLMlXINs Mt0[CKro DATE JONCALWE 1-1 REM6KN5 HIDEImvl DATE IcNCXl MIX I 9RIw4ARI- 1--1 NONE IpAIEI PHENIX CITY ALABAMA (.)r�wR 7sYInRIL aaAwN WTI ua awe SHEPLEY WOOD PRODUCTS 216 THORNTON DRIVE row Rtmn mw7 CNECKW 9Y: Sw a/e/9e HYANIS$ MA AMERICAH BUILDINGS COMPANY 1 rm RRnAwr OmcN Avro Br: CROSSEN CONSTRUCTION RLMsm rRANE uqc NUwRER sw a 17 9e uo er: oa/oe a aa:4eos NUMBER.N . 71176501 AS-3 1 VMBE A 10 J e%2 2'6 I6'3 it 16 B ID 3/e X 2 2'0 ISt6 22'1 1 I6 C 10 1 k 3 2.6 IS/16 - 25'3 3/I6 12 1r- 90'3 AT•Os 60T 6.OS A'OT ILI 6 6U� 8 CL-12 pP-Ob2 PP-OA01 O 10'0 LEAN-TO _ 01 Pc- _ 2v;,I 84-6 ctw+ s 2'6� 90'0 OUi i0 OUT OF O100 LINE f RIGID FRAME CROSS SECTION LINE 1 NONEXPANDABLE N0. RMSIONS MAOE CN'0 pA]E ENOa DATE 110.1 REVISIONS 1-1-1 JENCRIDA]E I ORAwINO SU81.— AN9 SCALE: NONE DATE PHENIX CITY ALABAMA SHEPLEY WOOD PRODUCTS p1 ro consTPl:cnoN oaewn er: AR. 6/98 216 THORNTON DRIVE I 1 FO PPaWr.L CRECPEO Bv:Sw 6/12/9p HYAN$$ MA AMERICAN BUILDINGS COMPANY Foa'ERI OE- APP.R+': CROSSEN CONSTRUCTION DRAWING. RE`r.n0. CAA Or: LMN 06/09/96 1J:06:02 r.12.3 NUMBER' 71176501 E-01 O a —1-BUILT A L .Al IEJ A 12 J 4 X 2 J'fi 11 16 I A 1 16 9 t2 J/n x 2 2'D 1 6 22'1 1/16 C 16 3/4 X 2 3/4 3'7 1/6 24'2 1/8 t2 5.03 S.Os �.03 t6] a5t 5.O] B tt-13 e RR-03O2 RR-OJOI T^ B V 40'o Ecw-To Rc-0301 y 3'e1 90'0 OUT TO Wt Or 9L00 LINE I RIGID FRAME CROSS SECTION LINE 2 -yo w I NO. REVISIONS MAOf CN'0 DALE ENLR DATE N0. R-1ON6 IMAOEICKDI DALE JENGRI DALE 0 —AL NONE ALgBAMA ruwlNc sU SCALE: DATE PHENI%CITY SHEPLEY wOOD PRODUCTS 1.1 roR ca.smm]nroN OMwN er: ARM 6/9B 216 THORNTON DRIVE ` I 1 row AwRay.0 CHECKED Bv:6w 6/Iz/9B HYANISS MA I 1 r0R✓[RUIt ONLY AMERICAN BUILDINGS COMPANY 1 1 roR RRnIMIN.m DEscN mRo Br: CROSSEN CONSTRUCTION REYND. ceo Bv: DRAWING. 71176501 E-02 OB/9B 13:06:05 Wz.J NUMBER' O bv ICE HOLT TABLE A 4 3 B 4 ]/44 X%22 6 6 9/19 166 23'1 2T]1 1 1 3B 6 C 6 3/4%2 3/4 1'6 18.0 2 t� 40't tt J9 1 OJ 6" r 4'sI 12 _— 2-3 . 22 RR-0201 B� EB-2 Ca-I% C II 1 -0 LSS � �gg 6C-0201 �T— Ili I I J90 10.0 G-OP, 40'0 OUT IO OUi OF BL00 LINE '1 F RIGID FRAME CROSS SECTION LINE 1 NONEXPANDABLE a, Ili N0. REVISIONS MADE C%'0 —1 ENCR WE 1 NO.1 REVISIONS INADEIC-1 WE JENCRI DATE I I——WON— NONE DTE A PHENIX CITY ALABAMA � Nsr"11$ SCALE. SHEPLEY WOOD PRODUCTS .'�%cw iIDN OMwN Br: um fi/BB 216 THORNTON DRIVE 1 1 FUR PERut ONiv CNECREO Bv: SV 6 12/9 HYANISS , MA gMERICAN BUILDINGS COMPANY li 1 1 FOR PRcuNINw. DESIcn"PPD Br: CROSSEN CONSTRUCTION DRAWING. cAo ar: oa Da Ba t .Iv NUMBER 71176501 E-03 D r t SPLICE B L ABL H L A A t 1 a X 2 10 J t 23'9 3/B B t 10 3/t 2]'2]/B C B 3//X 2 3/t 1.6 IB'0 12 F- I ta+ 39'+ t•0.1 6 O B'0 3/+6(-- _ n 2-0 I 2.2 P P Yv 1.03 t'31 El-12 I -- RR-0+01 i 1! B V f8-I CB-1X C 90'0 L56 RC-0101 IT 39-0 i 10'0 CAxORv t0'0 OUi TO ODr 0r BLOO LINE RIGID FRAME CROSS SECTION LINE 2 N0. —SIONS LADE CR'D DATE ENOR DATE 10. RE&ONS WOE C%'0 I WE JE—I DATE IpuxixO wBumAl SCALE: NONE I DATE PHENIX CITY ALABAMA s'"11's SHEPLEY WOOD PRODUCTS p1 raR coxsmucrrox ORAWn er: .wu 6/9B 216 THORNTON DRIVE 1 1 rM1" "C CN[CxED BY:SW B/12 se HYANISS MA AMERICAN BUILDINGS COMPANY 1 1 raR vERr,r DRL. 1 1 roR vRaRvw+m DEscx ARPD er: CROSSEN CONSTRUCTION REV..... DRAWING. 711]6SO1 E—D4 CW Bv: Ob/09 9B IJ:05:a1 NUM BER� CAVE STRUT LINE SEE S.w. ALL EE puRUN C�NECTroNs THIS ROOF SYSTEM DESIGN USES ANTI-ROLL CLIPS INSTALLED AS SHOWN IN SECTION RF50 AA AT LINE I oC LEAN-TO ONLY. I SEE 5T0 OwG pwR-t.t. ON DRAWING DWR-1.1. LOCATIONS ARE INDICATED ON THE ROOF FRAMING PLAN. iBZIS�¢2.s J%uK Clip Mork Number is CL-12 1 i - I I B T22.5 J�.ye BZT5-225 3/4MK \ II II BZIS-2?. O/.MK B2 1-'25 3/4 I 4-2'.0—S / BZTS-22.5 3/4MX r(I.)DRF-T(16) CDL-I CBL-I—I �-BC6-28.1 y 1 I //BZIS-22.5 J/.M I - - W i —5-22.5 J.MK •' ' . BC.-38A BZIS-22.5 J.M :I BC.-2..4 K i I'//BZIS-22.5 J.MK`• (.�RLcs)rw i I �BCB-22.5—i I 1 - (2.)SKL-IO.6 SKYLIGHit _____ Ifni/' `� TO BE FIELD LOCATED CAVE STRIrT UNE(SEE fi.w.) _ DY DUILDER FOR INSTMLATION 1 - I "'P 2 U.U. I TTiIC174U.�•uu 0 20'0 4 ROOF SHEETING PLAN ��J EXISTING MIN.l 0 I .0'O OUT TO OLD OT WRLIv LINE.O'0 OUT TO OLD OF WitLly LINE 2 ROOF FRAMING PLAN j RURLIN LAvs-r-T rmuL u.N. N0. REVISIONS MADE CK'p DATE ENGR DATE NO. REVISIONS MADE CN'D DATE ENGR DATE ORAWWL$UBNIDAI AIABAMA SCALE: NONE DATE PH NIX CITY TLSSHEPLEY WOOD PRODUCTS 1.1 raR coNSTRucTaN O—N-:1 ARM 6/96 216 THORNTON DRIVE ` 1 roR ARRRwAL CNECKEO BY:Sw s/12 9 HYANISS , MA 1 1 roR RERMIT o-nr 1 1 roR RREUMINw, DESIGN ARvo e.: CROSSEN CONSTRUCTION AMERICAN BUILDINGS COMPANYR�RG DRAWING. 71176$O1 E-0$ O UD BV: O6 OB 98 J:0S:.2 12.J NUMRER '. DACK LAP EXISTw ROOF PANEL MIN I.O _ I • --___1COMu0N WALL LINE " - CURER EXISTING CANOPY 3 .C' Bc•-zz.2�� b)FDs-1•.• (I.5)FDS-1•.• Isaocz-Ia.1ov1 r9aocz-zD.I1 1/2PI __—__ __ CCB-IR G J TI-IB.2 GE-1L 1'>a BICAL /IMN I BZIS-33.'.J b1I}I. GE-IR COW OUGTO ER-E2 Z6-20.1U1 5N/M 200U 2 REO'DOCAAOP UNTE U RNN 2 3 10-0 OUT To OUT ofP.RUN LIE CANOPY ROOF SHEETING PLAN LINE H CANOPY ROOF FRAMING PLAN LINE H PURLIN UPS-3 T T1PICAL U 3 _ 3 14E i _ I I GEBIRR CANOPY ROOF SHEETING PLAN LINE 3etuL GUTTER FDE-2 ' JCOMIION WALL UNE_-___ ' isec.-3z3 —_ _1_\ sec•-u.2���____L —L I (1.5)Fo5-14n I 1 �>G'� (4)FM-2 i BI IaBOC2-19.1t t/•ZZ IBBDC3-19.1t t/•ZI tBBOt2-19.t1 I/— 1-2-19.11 1/1ZZ IBBOOx-t9...1/•ZZ IBaOCx-19.11 1/3P1 FDE-2 N DOwNS11 RETURN 5 RE_ EO'D O GNOPr UNE J _i BZ�fi 9'6} • BZ 1 B6p � �/•uN a1�211H/ u J. Z�1 �U NJ/•uu I 81�-F2 0N _oO K9'SfiU N/.PIH ��0 0D O ri B C 0 E G I30-D OUT TO OUT Or PURLIN LINE t l BI -1Beocx-9.n 1/xvt CANOPY ROOF FRAMING PLAN LINE 3 PURL.LAPS-3 T tYP_U.N. h N0. RENsloNs MADE CK'D DATE ENGR DATE NO. RONs IMADEICK'D I DATE JENGRI DATE ONAIING SUBMITIN. SCALE: NONE I DATE PHENIX CIeign_ ALABANIA ATus SHEPLEY WOOD PRODUCTS f.'FOR 6WN OONS N NON ORAwN BY: ARM 6/9e 216 THORNTON DRIVE rOR PERMIT"LrHYANISS MA AME I 1 ro DESICN APw B CROSSEN CONSTRUCTION REv.No. pRAWING. 77776SO1 E-06 D 06 00/99 06:28 12.3 NUMBER' J RNI-I5.] p pN1-IS.J 0 01 0 FPR]( ) _ I ryry- g I d o I I I I SHEETING PACKAGE MK# EW03S-B UPPER PANELS ONLY -1.0(NELO CUT) P. -PA-1.]1/2 P] - A-x.. -P 1/2 ] -PA-J.10 2 PIB - - ]1/2 P19 - A-5.. - - - P2 -PA 1.1 _PA_ _ _P 1/x ♦ - - I/ PI _ :.10 2 P20 - A-5.]1/2 Pjj - *_6w 1/2 P25 PA-8.10 2 P28 P] _ _ 1/2 PS 1.To PII PA-2.] PA♦ P P PA PA _ /2 12 vm A-1., / .1/2 PO -PA-x.1 1/2 P9 A-2.IO11/x P12 -PA-J.]1/2 P15 - -..1/x P1B - A-5.1 I/ P21 - A-5AO 1/2 K. _ -.]1/2 PI] -PA-]..1/2 PF]O - A-B.101/32 1/2 3/4 /n (.)]/.%1]/.AT25 B/N tM/(y.—cR (M) (.)J/.%2 A125 B/N(TYP) (.)1/Z%1 1/4 AJ25 B/N ER-SIOJ ER-S0D1 (.)1/2%1 1/4 A325 B/N IDEWALL GIRT ER-5102 ER-5101 I D. • �• �BLDO LINE cu-a <—Dcs-xe.c--ill (z)9.5-r z12_le.11 1/n>I � 1'B° i I I NESTED) -I I MM�((12jj 2%1 1/. W/(8)1/2% I3 2'J 2'0 L-♦CLIP w/CL-.B u •B" I I G�_2 i A129 B�N I A]25 B/N _ m 2'2 Ro I I i I� e SIDE OF5 1 2 WC_/) / fB-2 OFRAME T Q-1 (NB 115 B N1I1/. ♦ I l.Pl 6 q CB-1 prk FRAME COLUMN Y �'N --2-,, PoRik FRAME BRACKET EC-510t EI-0]OIB B-OJ02B B-OJOJB EI-O]D♦B EC-5102 1 EI-OIOIA"�_, W/(B)]/.%2 J/.A525 B/N5 1/Y 5 1/2'CORNER COLUMN 9.5Z15-B.6x2 9.5212-10.11 I/23Z 9.SZ15-1B.I 1/2Z2 9.5212- Al 1/22Z 9.SZ11-I__ 9.SS�i1-I9SZZITPCk V MICk U IYPCk U rYPI[k U rWICk U U .CL-♦CLIP W/CL-.B .N 200n 20ON 200n x00N x00nENDwkL CIRTcoEH SECTION "A" ~CL-I 90'O t0'O wBLE ANGLE CA-1 Ma.U. OUT TO OUT Of ORT LINE 5 1 2 CEA-2 o.- DNsx5_4,11 W/CL-)CLIPS o BOTTOM ENDWALL FRAMING AT FRAME LINE 3 SECTION "B" c'ufIELO ATTACHED G TOP TO GABLE ANGLE FIELD SLOT GMrS AS REO'D FOR ON —BRACING r As REU'D OPP HAND O LINE H NO, RMSIOIS ORww'ING SUBMIrtAL SCALE: NONE DATE PNENI%CITY AV'BAALA MADE CN'D DATE ENLR DATE no. Renslons MADE cN'D DATE EncR DATE srArus STIEPIEY WOOD PRODUCTS _ I.I TOR cw.stRuctaN DRAWN Br: ARM 6/9s 216 THORNTON DRIVE •` I I rDR.PPRovu c1rtC%m Br: sw 6/12/9B IIYANISS , MA AMERICAN BUILDINGS COMPANY— � _ 1 I TOR vcR„rt aNL. I I ro DEsaN ArvD B+: CROSSEN CONS(RUCTION RE-0. OR-11G. 71176501 E-07 06/08/91 ]:05:50 12.] NUMBER' O J S-CLO-1R r(3)PED-IAMIEC-I I OE-Il k rGE-1L r(])GT1-15.3,(3)FEC-I CCB-1L1 I'r fL)fOC-2.CDP - rGR-J(1TP - O IIIIIIIIIIIIL4-(t.5XD5-I�� ry J—(I)FOE-2.EIBOW J RCO'0 O uxE B I.AP E%ISTINL"I 1'0 ^ B/CxIAP E%ISTING MM I'0 FRAMED OPENING FLASHING Ps. -n 26-..11 1/2 SIDEWALL SHEETING PLAN LINE A GTr. rrPE HE.DER I. I WEw. I W. 0 SIDEWALL SHEETING PLAN LINE H (6) 8'6%9'F.O. FDH2-8.9 (2)FJ15B-9.3 FOCF9.5-9.0 (2)FOCf9.5-9. (1) 118'%I.'F.O.I(2)FDH2-9.2 I(2)FJ11B-11.2 I(2)FOCF9.5-9.5 (2)FOCf9.5-1%.0 ESP-1 LN 3 oNLr 9.SZ15-0.5 3/.IZ (8)3/1%2 N31 B/N(TYP) ��---_-_--��- BP9-31.0—r 1E0052-IB.tOM 1E8053-30.11 t IP1 _ 180052-QQI0.a1a1 1 3P3 I138053-IB.1 ONT 9.SZ12-19 it 1/1ZZ RR-0601 OPEN TO LFAN-TO iK OB l (3)1 %1 1/2 X325 a/N(TP)L J f%E.0 1 1/'1 / rP % / N END 0.335 B/N III 93.S9IIFV.o5 1_Z♦x-1C.I-2D.18EJ2 D_8]o 4H8If1 38 EST tEXaTIN. E III IHtH-r9C3.5�9ZJ.152-2-14�N1IIB IH.H I1 8-1x.11C51/z�1 IDZ 2- I34�I11 IIIli'' C ./CL-B GA w/GU3( P uL e E-TING ) Ex15AT1D1WD BU1LpN0 �U LJ U y y 1 II I I I 1 I I II i (3)1'6%9'F.O. RC-0601 (3)8'6 x 9'F.O. RC-0601 PC-Ob1 RL-0501 9.5Z -1B.10U. 1H/IZI 3 9.SttFCAL.0 N�/BZI LVO 11-4 2 9.SZ1T91GL UN�BZZ 2 9.SZiYP OIa NI/IZZ f10.0 OUT TO OUT Of CRT LINE ; I 400 OUT TO OUT OF BLDG LINE 1 � 10'0 OUT TO OUT Of GIRT LINE l DI -DJ95C9-1J.1 J/B.PI DI -DJ95C5-1J.1 J/B.P1 03 -0193C1-IJ.I J/eBP1 D2 -OJ95C1-1J.t 3/BBP1 DJ -DN95C1-11A 03 -D191G6-8.6 05 -DH91CS ]/� W/CL-3 CLIPS C.CN EHO ) D6 -OH95C1-3.1 I/% OB -—5-5.10 3/x Tw/CL-J Cl-EACH END SIDEWALL FRAMING PLAN LINE A SIDEWALL FRAMING PLAN LINE F SIDEWALL FRAMING PLAN LINE H NO. RMSIONS IUDE C%'D DATE E— —L I NO. IMM)E C%'D I DATE JEICRI DATE IOR.wv1L SU&nnµ SCALE:1 NONE I DATE I PHENI%CITY A(ABAMA (.) coxsRMcrcN DP.wH Rv: .RM s/9e SHEPLEY WOOD PRODUCTS r ()r.I.,.PPRw R .L 216 THORNTON DRIVE (I r..PER oxLr cHEafD Br:sw 6/1z/9e HYANISS MA (I r0R PRRIMI..wr DESIGN.PPD BY: CROSSEN CONSTRUCTION AMERICAN BUILDINGS COMPAN R11.NO. CAD By o6/oe UMN DRAWING. 71176501 E-08 /9B 1J:o6:1J NUMDER' 0 D RLOcxwG TO OPE ME PANELS R, SAE WI BUNDLES WILL PROF iVO AE WCOO BLOCK A PUCELDVLHFTwEEn SRACI<ED Ai TIE WICH A LINKL RLPURSTIIC RCOMER U LEAVOING ENOUGNHE SPUME EWE OIR O ENINL E BORON F AIR T LA . SO E M RIGID FPAME }x 6 w B9LOCKING BY WOOD LEG I � CIRt SPACING IGID FRAME C Y CHIIECTURAL PANELS COLUMN TYPE COISTRUCION OF THE WOOD BLOCKING IS SHOWN FRAMING DR1 2 X 6i MINIM BbRDE LIREG ppf SREU BE USED.AVD SPACINGSpEFER i0 ME RD5 D D CRMIIETARP O IC COVER USE SPACERS BETWEEN BUNDLES FIRS'STEP w ID SGUAME w3R EEs;ION O HAVE ME PIRMARTYFLUID THE SPUME.E] t RESULTS,THE RHiS RECOMMENDED THAT A OUNSO '-BLOCK ABWE CRWID BE USED'WHENGEPECT.NG THE STRURU!taLBS'ECL. TIE DOWN INSIKUn Of THE BUILDING WALLS IS GENERALLY DONE BEFORE THE ROOFu BEFORE S1A ANC THE W EETING 0 N UUTION,CHECK TO BE 5URE THATTHE EAVE STRUT E PANEL STORAGE WC51 BUILDING ALIGNM'Lrdi GE01 TO ETPROP ROIL.eNBGTH A TO ND�NSTALLGBETTWEEN THUT EMiwES O GIFTS.BLOCKINGl L BLOCKING N eE GIRT BLOCKING GE03 MCHITECTUML AC ONE LIFREMNE OF RAY TO BAY WHICH BLOCKING PER DAY wRL REDUCE THE OF PIECES ftEOU RED NORMALLY, AMERICAN ROOF AND WALL PANELS WALL FASTENERS MISCELLANEOUS FASTENERS SPECIAL CO-FASTENERS AMERICM"5 F MI5 WALL PANELS INCLUDIN COLOR COATED. I u EOM AND RED, I6 E ExCEILENi E CE ER WIDELY A9NED CDIMDIFESNASR ALIMUNLOP➢NL` ERECTION 17� PERK iO GU SHOULDM FULLY UNDERSTAND THAT—SE E OpAUTY MERCHANDISE CH J I i+I�/N" ITT a �/a nx M CAUTIOUS E IN IM UNG. ,{ 'III wnx xP�x/e w.[T r x[AP ENOER n0 CRCUMSfMCES SHOULD PANELS BE WADDED ftOUGRLT.PACKAGES OF SHEETSOCCURS SHOULD } I xa sic /e smw �LmµD E LIFTED OFF THCCTMUCK WITH I RIBSE CARE Ex t0 S E H4 - _ ENO$I E S ENOUGH Tp STALL ME F'AL�GES SHOULD BE T FE &E E GFOuxO CIENMOI HIGH EN uDI OW AIR ON UNDERNEATH TAE O D IT T STM IDS RE MC D NI C N P FURNALCDNE END ECAP wGE UILO ALWAYS BE ELEVATED ABOVEPTMEEEC �END iObEN E CASE 0 n[AR srAunvw ArnoluTms ALL METAL PANELS ARE SUBJECT TO SOME DECREE TO LOCAUZEO DISCOLORATION OR STANFW N W ER S TRAPPED BETWEEN THEIR OSELY ED SURFAOES. ERICAN E%ERC!SES EXTREME HE NANION D RIN "A LNG Mp SHIPPING<rtPEMTI0p5 ISRE ALL PANEL STOCK ISi/Aia PwaTTR exv wm aa�m E OWEVEA. UE c RE I DNS,WATER FORMED BY CONDENSATION OHUMID ��-' a aeI rAseu6-+mx a[w xwovn M6'O I.R"ep/T OME TRAP ssv aWwc M.soil x[a x[AR CE 6EC PEO BETWEEn ISTACCNEO SHEETS.WATER CAN ALSO BE RAPPED BETWEEN ME aoxP - xal w5urn EYT■D R NEO SLEEts EN ExPoS�D„0 WVN.THIS DISCOLORATON CAUSED BY TRAPPED NO RE IS "'y-� 2®6!E➢B a W, THE CAL LED wR SIOMCE Ls=[Oal xR�[a R[aWm) urnl E S"PN S USUALLY SUPERYBIM AID HAS IDLE EFFECT ON ME MPPLWA.LE OR SE1MyEL UFEL ! I 1P, T°(WAY A n°uclU �Y OF THE i EL ATM ONG M ERUIET'EO T ERALN E ELSL�LHOWLYEEL SITU E - iil Dca,I[.vnF. Iw vmc NRy� IN T WTI oLSLRF�CE OF E PANELS R %TECHE�PETRIOD smuTi ELF CONTACT MO EIN ffECT SBFvI E LICE.THEREFORE. S P SEVERELY Y HALL j'0 -/ IrcLo sI"ucruPra arvoe.I[ PANELS BE INSPECTED OR MOIST RE III— ER. M YSTUFE IS RESENT.DRY µe THE PANELS AT ONCE AND STORE A DRY, PUCE POSSIBLE. y T/e H.xa v u _ EN HANDLING OR CRATING ME PANELS,L-1 ER T SLIDE,THEM APART.BURRING _- coal wiw xrw cweu sTFa EDGES SLRATC LTHE COATED SlUF ACLEN Wy EN SHEETS ME SLID o ONE MOTHER. EVER m"Nyi/e/e swc w wl1 mph sxatl x h ALL oANELS 0 BE WALKED D E .C GROUND x I RWGH MO IMPROPER HMBLTNG OF PANELS IS INEXCUSABLE AND A PRIME EXAMPLE OF POOR 10 xnw I�mi�h s+Ha GUPERVIAND ImI[R sx[iT ro °°°°x J'xy xuulds EELS fO PANELS LATE SLIPPERY.OIL OR W r HAS BEEN USED DN E ROOF AND WA III'/ sore coxr¢c�roNxs axo Oe eR swcrul¢. FATHER D ACE E THEM A VENT SIP EP WWALKING B H. x[�ioPvcvn n[wx[ol SREACE.'RE CRY ANY OIL T HA5 OLEO P DLESHSTORED E. O OR OTHER FORMS OF MOISTURE GREATLY INCRC.'SE THE SLIPPERINESS THEAPATUCLS. W�NOTE: ALL HEX HEAD SIZES SHALL RELUIRE A 5/I6'IEX SOCKET UNLESS NOTED. PANEL STORAGE NOTES RC95 BASIC PARTS AND PIECES WC61 AA ARCHITECTURAL WALLS I AC I _ _ T W L .MEVERI BUILOIxcs LOMPAm nRDx HO RECouufxos OE S SAFE WORKING can'clnoxs AND rcnxxr PRCVEMION AID FES RE ME TOP PRIORITY ON Nn ARD SHE. STATE AID FEDERAL SAFETY AND HULM SIeNb.P05"xWLO xWAYS BE FOLLOWED i0 NEl➢ I.ALL AREAS WHERE ALL IS O BCl ANER BEFORE M ST APED ttEON WITHS ILO AKEE C WERRHANER SVEIY. DETERGENT CU M ALL PURPOSE OMENI— SRC TIGHTNESS. MAKE CU EMMK-of TEL PH E N BE SVCOGRIOO OF FIRST ICTIABON OE D ERECTING A I SIRE A G D SEWNG SRFACE AND PROVE WEATHER ESS. ' -I ELEPIONE NUMBERS.l FIRST IC STATIONS MO EMERGENCY LANKCT INSUUTIGH MANUFACTURER RECOMMENDS TIui DOUBLE SIDED LADE PROCEDURES SHO LO BE KNOWN TO ALL EYPLGYEES� 2 SEELT RETO SS NEC RE OR THE wSTKL TO E 01 U AMERI a BUILDINGS?OLMLPury Y EETIxGs IpILIGIEIG SAFETY PROCEDURES.ME USE DF HARD nAi OBER SOLE SHOES AETAGINENTIN5HRA DAILY ROOF wOK,PRE PER CCUPIENT OR WIG MATERIAL AND SAEEIYSi�EES WIERF POSSIBLE ADO IIONAL ATTACHMENTS(NOT BY A B C)MAY BE REOURED. ME RCCOMUEADCD ERECTION PRACECES. OETAL'A' DETNL-B- �XAUPLE �]D' -I LENGTH J.ALL?%POSND FASTENERSALLHOOULC PENETRATE THE SEALANT FOR ME MOST WEATHER MTMRICM BULONGS COMPANY IATTEN05 T-SE ORAWICS BE—PPRETED AND MUIxSERfO �—24 GALE(24 G 26 GAGE AVALUBLE) ECTIOn CAS E PU BLE W SOUND JUDGEMENt CONSISTENT WON GOOD SARI'PRACTICES. THE MCIITUETURAL PANEL IS OES GnEO FOR WALL APPLICATIONS ONLY AND 5 L'J O ALL SAFETY PRECAUPON�LSHA SAF M REONUSEMNNTS.OR AM'OTHER APPROPRIATE SMETY OVEftIAPPMG RIB L —MCIE ECTURAL NEVER BE LIZEO LIE RDO FBI PURPOSES OF PRDVIOING ROOF STEM fCR BELUIREME-. i STATUTORY, i E AOHERED TO.10 INSURE MALMUM WOR%ER (THIS IB OVERVPS DUiSIpE A BUILDINGS. THE TEL RIBS Po ED INTO ITS DESIGN PRODUCE'5u00M SAFETY. ECEEOING PANEL SHADO`LINES D SEMI-CONCEALED FASTEN EFTS.LAKIHDUG TMSIEp ING CAN USL'KLY IE R T i T ARE SRLL[D ON ME ROOF PANELS.WPC THEM OE ROM EDHER END BF THE BUMBNG THIS EL S DIRECELwLL. yyEOAifIT TOE P.iEWrt SLWFl.NL OR FALLING. r---- LI „ROPE FLY INSTALLED.THE EDGES F TIE ARCITECrURAL PANEL I MINIMU.0 ERCCMTIALOx C-THE ARCHITECTURAL PANE REQUIRES*HAT ME PROPER DIRECTION BE I APPLICATION I YOU SHOULD uNN MA A RRuSiLUE PoSIIION MW[H USING NO'TOOL. T N ___ OR MADE.:IE OESILN OF TIE PANEL NLORPO EES A RENTING LpGNIn 0 S LEAOInIC EDGE WHEN FIELD GUY INC PANELS OR iglu 00 n0i USE MRASAc SAWS OR OTHER CUTTING MENESS M YOUR IOCAROn II E ROOr EDGE ----� vIDES SUPPORT PROPER.NESTING OF THE DYER THE E%T PANEL. NETIODS CH CE HpT METAL PARTICLES R BURNT IE lR EDGES. THESE RHER USING TOOLS MO RAGIE TST OR RERfORMIxG MY OMCR NnCT10N ON ME ROM MEP. ETHLOUTSS WLL DAMAGE THE PARTED AID GAINALUMSL FINISH D VOID ANY WARRANTIES. BEARING RI MLCwSiK I.ATION Oe THE PANELS(SNOT Al LET t'PROCEEDS FRONGLYR OF R MT NLwEKRLPu E BNELC T 5 FANSS.NIBBLERS O CR u GIL CES WITH 00 NOT 00 NOT'.INOBR ANY[IACUUSrMCES SSE OR WALKON MC SUREALBA`f ANY B[RLlA55 sxnIGIT. (EMIIG LEG GIVES x ESS FIELD CIRCGLISTMCRESLL DICTATE OTHERWISE NMSTANEHON DOFF P EIL TO RRROCECO PRODUCE T METAL PARTICLES BUTHED EDGES.N NECESSARY DYER USE WALK BONGS .ARE FIBERGLASS SUPPORTED BEMInG ft18 $UPPoRi TO SIOCUP) `RHER LEFT TO RIGHT OR 0 EFT S LONG R RIG B EO OKfl BY ETHCT BOLDItCG SPUI . HE BEMInG RIB. Efl,L-S SIQE ElL.I_9. PANEL MARRING AND SIDELAP DETAILS _ WCfi3 ERECTION NOTES NlC91 SAFETY COMMITMENT GE70 ARCHITECTOI,AL IALLs AC ARCHITECTURAL WALLS AC AA SCALE: DATE - �� AURAx• DRAWN BY: LEI ARCHITECTURAL WALL PANEL M'E"uu CHECUD BY: BLJ OASIC ERECTION r— DRAWING ASW-1.0 DATE MADe EATe No. SICK ADE DATE -- NUMDER ' 311 LE WALL PANEL GA-2 WALL PANE, wA4 PANEL /]%FASTENER I 1/.SOHLW SE�� ALL FASTENER ALL F ENER wALL PANEL -a o.<. %12X1 /.SOHM _ IF i�.SO- -0"O.C. ANGLE FASTENER ON OTHERS) .-D.D.. 0/+0"O C-ImO.)"'CHOR(min) BASE ANGLE FASTENER(BY OMERS) /IxXI SDIICW E`IB PrRT B NO RNET BLIND RNET 5/.a_CONCRETE ANCHOR -0'O.C. E CO..NCTE"ANCHOR(mTM)�) 2!0"O.C. I/B RNET BASE CNNRMEL /B RNEF - O.C.(m°") S- O.C.(m°�.) -D' .C. 2-0 .. FPEC-I + I/x• BASE NiGLE I/x"+ FPFV-x FPEC-I PAC-I s BA-20 FPFV-2 F -2 GRADE GRADE .I `- GRADE CwOE SECTION AT BASE ANGLE BA02 SECTION AT BASE GIRT BA03 SECTION AT BASE CHANNEL BA04 SECTION AT BASE W GA-2 BA05 ANCHBECTURAL OR LONGSPAN WALLS q8 AB AB AB UVE STRUT BASE w-x0 ANGLE(ENDWKL) ABOR :ABLE IN OTHERS)G L STNUCTURAL ANGLE G STRUCTURAL LINE(GIRTIJNE) BnIE(GIRT LINE) AncLE(SIDNALL) NG SH �szo C n� �RpN GIRT LONGSPAN PANEL AII KL i o'l:X FAPSµ/4 m P.) ANC LE 17AIxLo L� SO -o" C. EM-x0 o.c. �P.) i f(ORIcal ABavlMc RIB) UO NW PANELµ own (G`=PIHiG FIB) ARCHDECTURAL EL S.— ' GvEplµ PING RIB OF RANELNG RIB CORNER BASE ANGLE yELT TO RIGHT WALL SHEETING RIf.HT i0 LEFT WAIL cHEETING FBI �LRGNNOG OF CE ER o OR T E OVER C�'RAL RIB.L PANELS CAN EµRY BE STRUCTURAL BY THE LONG f THE CHI OF THE FIRST EL E STRUCTURAL - OR CIRT E AT T F 8.2-NG CORNER.SHEET'NG Cµ USUALLY BE STARTED FROM EITHER END OF THE BUILDING-D wrvT.N�EG fHI2H III— TO LEFT AS SHOWN.HOWEVE IE SNEETSHLOIVPRD TIE�RFCTION OFuiNE IUH BASE ANGLE DETAIL BA07 THE wAE PF NC'IM:EEGw BE APPED UNCREyNEA�w PREVAUNG mnoS OCCULT BY vLACIIG' DIRECTION OF WALL PANEL ERECTION WC64 AB THE LAPPED EDGE ON THE LEEWARD SIDE OF THE PANEL RIB. ARCHITECTURAL OR LONCSPAN WKlS AB STENER BUILDING � (rn SEE FASTENER I- 2) (irv�SEE NO E 1) STNRUCORAL aEARwc ales " O.aRlwww wa If m*CH /izoil Y.SDHcx (GIFT LINE) Fa x'-D"D.C.VEmIULLv D.. EAVE STRU GTRTER SEAL LOxµSPAN F UVE THIN P El I/.,NAT ARCHITECTURAL PANEL(TYP.) G.NAJOH RIB(OVERwPING RIB) y°yyy Xcag1e�miL nroI[¢Tw EAIE EA BAS ANGLE O BRING RIB --_----- GIRT,ANGI STRUT. E R TZ PANEL OVLaIIPNxC WB GABLE ANGLE 11 M.U.N.) DETAIL •A• "T OUT /IZAI IUP ASTEnsti MCPAAOlELTURAL °�ni<4'V1R rie°I u�P AxPSOE CLOSURE / I'-a'O.C. ' L BLI (]AEQI PER m ON UP) wluc m rm IAp IIAIaA: 1/B RIVET µSOUPTION(BY OTHERS)IF REO�UIRIEO,SHOULD BE INSTALLFDPHIOR TO THE PANEL InSiKUDON xOTE: ONNNUED IN E SANE ER AS SHEETING PROGaESSES ALONG E FASTENERS REWIRED AT SIDI INSTALL THE FIRST WALL PANEL AT THE BUILDING CORNER AND KICK THE PANEL RIB W H THE OE1WL"A ANDLL N GIRTSµ BASE ANGLE UVE eunwxc STRUll OR GIRT U E AS SHOWN.U E A LEVEL OR iRANSTI D PLUMB E PAN STRU AMID CABLE CLE.FASTENER UvOUi AADHTIECTURAL PANEL fASTEH THE PANfL TO THE STRUCTURN,MEMBERS AS NHDWN.I IS EXTREMELY INP0—THAT PANEL. SOA'N ALSO APPLIES FOR LINER AND PARTITION PRST WALL P EL BE I ALlEO B.INSTALL T EXT PANEL BY SIDELAPPINC E RIB WITH THE PANELS FIRTHEST PANEL(AS SHOWN).CHECK FOR PLUMBNESS AND FASTEN THIS PANEL x PTHE ANELS N N TIES AS PANEL STIITCH FASTENERS AS AHOFWNN RE0'0. FIRSWILASHING NDOWS.LOUVERSCN+NDINOURR WKL TO FTPENT GSLR THIS OCEDURE.CUT Fl5 ODO x µPS ANO F—HINGELAPS OR O PANEL CONNECTDNS. n AS USING THIS.R VIALL PANEL INSTALLATION WC72 FASTENER LAYOUT WCOS OUTSIDE CLOSURE INSTALLATION AT EAVE EA3� ARCHITECTURAL AND LONGSPAN WALLS AB ARCHITECTURAL WALLS AC ANCHITECTUPAL WALLS I AC SCALE: DATE 59/ Owlet Irr: TON ARCHITECTURAL WALL PANEL ' LjjEff BASIC ERECTION DRAWING YAOE pAT6 MADE CR'G. GATE YA08 CX'0. NUMBER ASW-2.0 17 LASHING EAVE STRUT LYP �0 O.C. .J RAKE f M ING ALONLUVE FIASHINL `pSEE OTE ) UPPER R FGIMR-LENGTH O MULT-RIB PANEL PAVE FLASHING RARE FLASHING UPSIDE C RE _ OUTSIDE CLOSURE _ NOTE:O LOSU (SEE 3 O OwAIL BANE OEfuLS) ALL FASTENERS I ,SIDE CLOSURE I OXCWµOHLH RLOUIREO F BLDG. (SFZE OSECTION AT EPVE) OSO.C. BANE PUSHING SLOPES 1 I/f ]OR AP A_OSDo C.—HER ESs. All FASTENERI x� O FLASBLDG SLOPES, PES,/ (SEE HOLE S) sOHCW BLDG.SLOPES WOOD GABLE AnCLE OUTSIDE CLOSURE GREATER rN4N I/] 12. BLOCNIHE GA-t (SEE NOTE I) (BY OTHERS) LOWER PANEL WALL FASTENER ENOWALL PANEL c. /I�I J/A SpHCW WALL PANEL ENDLAP WCO6 PANEL CLOSURE DETAIL AT RAKE RA01 1 ( ARCHITECTURAL.LONGSPAN OR MULR-R I WALLS q6 MCHITECNPK.LONGSPAN OR MU--RB—IS AB %1i SONCWnSiITCH') 2'0 O.C.Ai PANEL GI.ELAP ;nER BACNIAPPING THE PANELS I'OR 2'S ROUTINELY DONE TO MATCH PANEL COVERAGE WITH THE BUILDING WIDTH AND LEN a. THE SIDE—HIS ILL HE WTH THE UST PANEL INSTALLED. !I�C O.C. .OHCw E ENGWALL THIS IS ON AT THE WILL MARKED THE ERECTION S. -- MC HITEC:URAL P.AMEL GINT LINE OR OLE CTURAL LINE RR BASE a LLE ALL FA1/4 S. BA-30 Tot u.c�SOHCW Gr NERAL NOTES wN1 FASTENER CNOwD OR StPE, JCH PANELS SUCJOLY AS )-t%SDHCW STITCH t NECE MNNTNN 0"CGRERAGE PER NECESSARY TO'-0"O.C.ARRCALLT PANEL ]. ARCHrtECTURA.PANEL PANELSNG uSTE.BE In.iALlEO SOUu¢WITH I I F---a=-I DUILWMFWw NOTE: ____________________________ ______ -------- 3.PAHEL SIDELAPS STICHED I'-0-ON CENTER WITH ENOWALL PuuEtS(SHOWN) /1K WKL FASTENER.. SIDE S.IMILAII USE TO ARTIST TYPE `DI;I FIASHINC D RK A FGOR USET AEROSOL TYPE Paul R iCUCH UOi 1-LENGTH F RENC PE 5.CIRTS ME TO BEBLOCKED TO WUNTNN VERTICAL FIA.HINI UP) ,GLOM CORNER CMNING BASE TANGLE CORNER T TOE MANTIN ING OF I/B NNET FLU Ew S.FN SE DIMPLING PANELS LIRE SCREW LOCA DNS. PANEL BACKLAPPING WC75 CORNER TRIM DETAIL (OUTSIDE) WC21 1 TYPICAL CORNER DETAIL AT PANELS WC20 ARcxrtEcruPx OR LON——S AB N HITECTD.vAL WULS AC APCHRECTURIM WALLS AC FASU".Ax0-HER ll OR EIRI EATS^DY OTHERS) IWLT BE SFD i0 TTACH i SUUOON NOTE: WALL FASTENER INSNUGON ROOF PANEL TOLD INSUUTWx BACI(ONTO /IT%I I/A.DHCW 1 ITSELF FOR COMPRESSION (8r OTHERS ----- -' BETWEEN UVE SITiDT AND t'-D'O.C. ) --_-- ------ ' MCHR ROOF PINEL 0 MUST NOT BE ECTURN.PANEL � -----_-___-_ E%POSED TO THE WEATHER. WAIT FASTENEP —^ TRIM INSUUTION AND , (IN OTHER.) /14 SOHCW STITCH TR HSu o0N ]-0"O.C.vERRCALLT MUSE HOT BE E%POSED WALL WEATHER. f _ OW RIB Of FIELD RNER FLASHING CtIf ALL PANEL fCW]-LENGTH PAVE iRN� f-- (IF REQUIRED) 0.____-_-_-_-_-__ (S E \V DOUBLE SIDED THE(Ht OTHERS) BLIND RNET ) BE USED 0 SECURE SVUDON. `6 REO'D PER t 6.I..lAP) PANEL ._______• n wK RIVET - �,d .._ UVE STR BISE ANGIF m________-_ �. FLASHING TRIM INSULATION AND ______ " •. I TURN vlNn BACK.IN.VUGON NOTE F : FIELD,PINT CORN A. NUst IVOT BE EXPOSED TO WFATNEfl. INTERSECQUIREDTION A CORNER STRUCTUR OR . II CRSECTIOn. S AL LINE RNER TRIM DETAIL INSIDE WC26 SUGGESTED INSULATION DETAIL AT WALL PANEL BASE IN02 SUGGESTED INSULATION ATTACHMENTS AT SAVE INOi ARCNITECtI WALL. qC AAI AA FETESCALE: DATE — DRAWN Tm: TOM ARCHITECTURAL WALL_ PANEL Bu BASIC ERECTION DRAWING R6 NO. K'LF.NMADE CN'D, PATE PDVI.ION NO. MADE NDMRER ASW-3.0 0 DFFR SUPPORT ANOU R.KE fuSNInG B22A-LENCTH RARE FUS N .owulc w I�Wmrca. Elf-1.PANEL CAnOPY PURL" END-PANEL CANOED PURLIN DEPTH DEPTHµ .. ROOF PNNEL _---- WALL FASTCHEP 12 STRUCTURAL BOLTS VMIES -- -------711"2UI 1/2 s BOLTS /t♦xJ/.SGH $RTCX ALL FASTENER 1-O O.C. 1 O /1.SDHCW CN OUTSIDE CL SURE -0"O<. STU D ftrvET 6/OPO C. NSOHCw UN / %J/0�SOHCw SniCH FFR PAnEt BUNDRrvETC ;IV_ FI BASHInC TVSHING FLB-LENGTHBLIND RhFf /t2x1 1/.SOHCW `0"FVSHING TYP. GTIIRAL FASTENERT 0"OC -O"O.C. -I t6 G.ANGLE -LENGTH %Itx "pHUN x t6 G.ANLLEANOPY SFFUT FnSOHCW SOTTTT PANEL OUTSIDE CLOSURE GANGPY BUu x J x xN xUND 1JSOFTTT BA IG TENERSBBLIND81A•-TENCTH 2 IT HN I-D O.C. '/QR 2 IT-LENGTH -"O.C. GANOPv BEAU _ SECTION THROUGH CANOPY WITH SOFFIT PANELS CN03 SECTION AT CANOPY BEAM F—C—N-041 SECTION AT CANOPY BEAM CNOS A8 —OUT S.FFR_.S I AA wrm SOMT PANELS AB EL R—NER BASHING uux BUILDING cow SEE C_BELOW STRUCTURAL BOLTS �� N BRK THING(RC ) /i 2S BOLTS n AG-� STRUGTURAL BOLTS BUILDING CO RACKET SHO J/.".A S BOLTS DRNL A _GED TO CODUN BRED O CP ALL FASTENER DETNL A T ODUN INSIDE CLOSURE /12 1/. .- 0 O.C. ROOF TO RU-FIASHING ANGLE STRUCTURAL F252EHEI2 q-, NSIDE—SU.vnTH uASTK ROOF'FASTENER /12Ox1 tc.SNIH IING TOP M!0 BOT20u GNOPV BEAN /1♦STrtCH - O" R fOCNALL FASTENED2 C OViSIOE CLOSURE uux BtuwlnG GIRT -0O' CBt-6 FPR-T LONGSPAN WALL PANEL BUNG RrvETALL G/52ENSOHBULLRING/11.201 Ida cwO LOSURECANOPY RETAINER FLASHING DETAIL CN10 CANOPY RETAINER FLASHING DETAILFOR ARCHnECTURAI I LL PANEL AC FOR LONGSPAN wolf PANELSTRUCTUIUL BOLTS INSIDE CLosURENx coiuwtwiNG wA L PANEL "�4 CANOED TO lllU WELDELD T O U I SHO WELDED TO COLUun SHOP D i0 uN --y�BU1LDINL C1RT LINE BUILDING GIRT UK SECTION THROUGH CANOPY BELOW EAVE OR ON ENDWALL CN06 SECTION THROUGH CANOPY AT EAVE CN07 AA PA SCALE: DATE T"o CANOPY DETAILS Bu _ ON 1p",By — DRAWI CND-1.0 e MADE CWD. DATE GATE RE.VTSION -- NUMBER RE ON0 o . -- EtmWALL MEIFR avwvL RNlnl aowAu RATTER IOpI510E aOEULL RNIFA MKHSWE CORNER COLUMN CORNER COLUYH (CNN,NEl RAiIFA) CORNER COLUMN (CNWNR RATTER) CWNa COLWVI (—COLUMN) SERIICNRAL BOLrz STRpmpyL gOLTs SDDKROYL eDLrz )1/t•/[1 1/4• SIRUCRIRIL BOLrz wipe/soils Nr j4 All 111 RTs N.4,>4• �.ixs ecLrz NR.) Aats eoLrz(u.N.) . CORNER COLUMN CONNECTION DETAIL AT BLDG. EAVE EFi1 CORNER COLUMN CONNECTION DETAIL AT BLDG. EAVE F12 CORNER COLUMN CONNECTION DETAIL AT BLDG. EAVE EF12 CORNER COLUMN CONNECTION DETAIL AT HIGHSIDE EAVE EF14 COWMN TO IWTER CONNECTION AA COLUMN TO PAf1D1 CONNECRON. AA COLUMN TO RNTER CONMECpON AA COLUMN i0 RAfiF.R LWINCCROM AA SiRUCIUPAI BOLrz wm vm'n„or SIRUCNRIl ears u io cOLUMN CLIP AtIC1E (2)]/4•P TOR AIL %2•A)]5 (U.N.) - _----- 2 At5 R1/t L RRs WSIiRNU CTTMUOR KW B/OlL•arzS (4)3/4•I A25OL (U.M.) CACN Alt! � (4)314-A BOL 2-A L N) /.•.% :s eaLrz Fox Au It•c P/J"TFRS _ _ (vlcR snlcq StlILMK [NOWALL R/J"TFII ENDWALL P.IiIFA _ (CIWOICL RAiIFA) (SNm sPUCE) Q OF RLlO—1 RAITCR CNDWNL RATTIER ENDWALL RAFTER SPLICE DETAIL EF-2 1-1 ENDWALL RAFTER SPLICE DETAIL EF22 ENDWALL RAFTER RIDGE DETAIL EF2J RIGID FRAME ENDWALL WITH CENTER COLUMN EF29 RUTa TO RARCR CONNCrnOM AA RARni TO RAf1FA CONNECTION AA -ruDPTFIE W/—E SHm SPACE AA COLUMN TO IUFEER CONNCrnOH AA I (2)3 NRAl DOLT `�(2)3/4 0 BOLT `sIRUc1YML B0.T (t)J/4Y%1 3/4• (])sIR]�/1U'.A IJ/1' (2)]/1"[%1 3/1• AJ3!eDLrz W/ONE KT. Alt!BOLTS W/ONE N.T. A]I5 eaLrz W/ONE HT. IJtf OOLTs W/OxE II.T. ENDWr1L—..R COLUMN WASHER PCR BOLT fNpNILI u1TneC11 COLUYN� N.SNER PER B0.T W.WIa Pa BOLT WAAKR PER O0.f IawlaL) (CHNIMd ) (UYNNEL) (NBNNL PIPIFA FNOWNL OIipBOR COLUMN aDWNL Rrfla ENONALL VmRIOR CpWYN (ONMMCL R.VTa) (v�iro itTltto) Au- Lill am P WpOLD) ENDWALL INTERIOR COLUMN CONNECTION DETAIL EF26 ENDWALL INTERIOR COLUMN CONNECTION DETAIL EF26 ENDWALL INTERIOR COLUMN CONNECTION DETAIL EF27 ENDWALL INTERIOR COLUMN CONNECTION DETAIL F27W COLUMN TO RATTER CONNECTION AA COLUMN IO Rlfla CWHCrnON AA COLUMN TO RAI"fFA c11NNECTION AA COLUMN i0 RKTER CONNECTION M SCALE: DATE u.nu o[AWn'm, IDN TYPICAL ENDWALL FRAMING N.rw CONNECTION DETAILS RLN,m 2].2a 2a n At,Nxm v:alM TNc 4-ae [amn uero m� [r.nD. GNAWING DEF-1.1 NO. EN YAp6 Ci'0. pAT[ misloN YAO[ OAT[ MO. Rm1910N YAO[ C[•D. OAT[ teNCD� Il-1-EJ NUNU �) (RI smucTUPr�L e�Ts oGrm i9r:Px iR'i ji•Bwiis uvE srPur Yr /- Rs i•r-Tx cTUII IIle 2Tg EAVE Sieui 'R STRIVCNRK�BDLIS W/WA9HEP5 ��STPUT / MUU MNN�BUILOINc CTURAL BOLTS IYr Y S N.M.) LEAN-TD/CANOPY PARED ER J/1'r A]25 BOLTS(U.N.) ��—PLATE LWN BUILDING PAETEH LEAN-TO/cANoF,PAFfEN EAw I LEAN-TO/CANOPY RARER AWN BURDINc—R STRU cROSs BOLTS & STRUCTURAL B�T9 J/fr A 5 BOLTS(U.N.) (SHOP WELDED) (EE CROSS SECTO GD CNPK BOL15 - WIVNNILDINc 9RE AND aUwTRY) ]/Cr AJR5 B 1S N.NJ �ZE AND SOWM 0471� PACKET UCNRAL BOLTS(Tye) NAw BUILDING COLUMN (SHOP WELDED) (95EE CH055DUN GM (SHOP WENDED) WJN BUI�NH GOR —AND ARCNR PANELS // ONLSPAN AND ARCHR PANELS 1/�'FOR LONCSPAN AND ARCN2 PANELS • Y I(DR SNADOWN PANELS •S IfOR GSHADOW PANE15 � . Y GOP SNADDW PANELS � LEAN-TO/CANOPY CONNECTION TO MAIN BLDG.AT SAVE MF30R LEAN-TO CANOPY CONNECTION TO MAIN BLDG.AT EAVE F30 LEAN-TO/CANOPY CONNECTION TO MAIN BLDG. AT EAVE F30 Br-vAss clRrs AA INsa GIRTS M nus.aPrs AA aRT� z as 3/eO M25 BOLTS BOLTS LEAN-TO/CANOPY RATTER LUN-TO/CIWOPY RAREP ]/A"r RS N.n.) LEAN-To/GnoI,RAFTER GIRT euI DING AA"BU N1-1LU- cOLuury LWN euwwc cauYK 9TRUGTURAI.BOLTS 3/e /Ji 15 BOL15 N.NJ J/!r A]R5 BOL15(U.N.j B (SHOP WELDED) (SHOPR—ED) (SHOP WELDED) GOR LONGSPAN AND APCHR PANELS 1/D.'FOR LONCSPAN AND ARCH2 PANElS // GOR ONcSPAN ANO ARCHR PANELS •SIEORHADOW PANE LS • S R SHADOW PAYEES . S ICOR SHADOW PANELS LEM-TO CANOPY CONNECTION TO MAIN BLDC.BELOW SAVE F31R LEAN-TO/CANOPY CONNECTION TO MAIN BLDG.BELOW EAVE F31 LEAN-TO/CANOPY CONNECTION TO MAIN BLDG.BELOW SAVE F31 BY-PA55 dH15 AA INSET dRR AA RusN dRR AA LWIi(o sIDEWl GRT OW U.N.) CLP LEW-TO BLDGIRS C- L GIRT rIISOR E.—dPT OG AWN BLDG. -------------- LEAN-TO OR, cup J/ _2 CL-R rDT9ID7 LEAN-TQ E.W. GIRT CONNECTION AT MAIN BLDG. CORNER WF71 LEAN-TO GIRT CONNECTION TO MAIN BLDG.SIDEWALL OR ENDWALL WF81 ALl dDEWALL GIRT CON TIONS AA AA SCALE: DATE LEAN-TO OR CANOPY CONNECTIONS r�>w il TO MAIN BUILDING DRAWING DLT-1.0 YAOE CK'0. DATE 9TDN YADB CSO. DATE NO. RM9To CK'0. DATE LR9L20: TR-I-9Z NUMBER E ROS BDLT RIGID FRAME RAFTER RAN TR s(704 Rlc:o FRAME Rwn� RIGID FRAME RATER RIGID FRAME RATTER (SEE OCV S SECTION GDR UCnRAL BOLTS(ttOR E AND OUAHTIIY) (SEE CROSS SECTION GDR SIZE AND GUANTIrr7 7 GI —� RICID FRAME COLUMN RIGID FRWE COLUMN—, STRUCTURALGRO BOLis(TP.) RIGID FRAME RAFTER u�cu i'^'rv� um I (SIZE ANDS OUANTITY)FOR STRUCTURAL BOLTS(TYP.7 Lry'stta o ort MERowSIZE CARD SS SE )FOhh RIGID FR NE RAFTER OVANTIT't) DIAGONAL HAUNCH CONNECTION AT BLDG. EAVE MF11 INTERMF:I71ATE RAFTER CONNECTION DETAIL MF21 RIDGE RAFTER CONNECTION DETAIL MF22 DIAGONAL HAUNCH CONNECTION AT HIGHSIDE EAVE MF16 RIGID FRAME AA RIGID FRAME RAFTER — B RIGID FRAME RAFTER AA RIGID FRAME AA Weo RIGID—E RARER RIGID FRAME RAFTER R..D FRALE RAFTER sa wrt HAS TRA�w, �wA ALL D��T � - I I I _II Rlcm FRAME COLUMN 1®Ix x:�i q. mr-r— �;. Rluo FRAME cDLUMN -i Rz.T. I� -' RA.BOLTS(nP.)J II xA. - _ I �smucnaei BCLTs(Tw.7 CROS-SECTION FOR (5�,. ] A]RD BOBS STRUCTURAL BOLTS( ) F,AN I CONNECTION I D_ANTm) R n.T.w . WASHERS IF REDUIRED I x. () I (SEE CROSS SECTION FOR T Mx INTERIOR COLUMN ) j SIZE AND CJANTITY) I GArs IFe. rPAT io Ticx n. ' t.T.w xw TASErao axlrs A xrn Asc nNaR" Isrn II!�===A—�11 Al VERTICAL HAUNCH CONNECTION AT BLDG. EAVE MFi2 VERTICA:. HAUNCH CONNECTION A� HIGHSIDE EAVE MF17 TYPICALe HAUNCH SHIMMING DETAILS MF19 INTERIOR COLUMN CAP CONNECTION �MF27 RICID FRAME AA RIGID FRAMs B RIGID FRAME CONNECTION AT PRISMATIC RIGID FRAME—EN - -RIGID FRAME � MFfER Gt FO RAvE RATER I-6 RAFTERFICID RAME _-- CO�Iw1MN INTERIOR STRUCTURAL BOLT !J/T6" J/a" 1 J/! TIGHTEN NUT AGAIN ONZS WASHER LOCATED U HREAOEO PORTION LOTTED 50E - - i OF THIS CONNEG 3/oA4XNZ"AJ25 BOLT PON / - - -- EIG—L INTERIOR tl/—_ END—COLUMN ENDWAL GIRT COLUMN CLIP RIO S(.R 1CT—BOLTS C—) STRUCTURAL BOLT SrR.) INTERIOR COLUMN (W�HERs Z AJRS BOBS (!)::%Z'x%2 BOLTS RAFTER ILOAOIN IF REOUIItEO) (WASHERS IF REQUIRED) 'II INTERIDH COLUMN 1 _ ENG—L COLUMN STRUCTURAL"/Is 5 BOLTS UTHA X ASHEPS ZW INTERIOR COLUMN CAP CONNECTION MF26 INTERIOF COLUMN CAP CONNECTION AT RIDGE _ MF28 M" INTERIOR COLUMN CONNECTION ONNECTION AL RIGID FRAME RAFTER w/MT HOnDM FUNCE AA CONNECTION AT RIGID FRAME RIDGE RAFTER AA RIGID FRAME ENDwALL SCALE: DATE -9'! TIN TYPICAL MAIN FRAMING XM.Aw .ue.W CONNECTION DETAILS Er.nO. DRAWING DMF-1.0 CE'D. 0 SION ATE NADE ATE N��-IUMBER R yI• WSTALLAiION: I'—I1 FCIN ATM-ROLL OR ECUS IN CONNECTIONS SU.—TO TENSON lGDS SHALL BE nOOENE.TO PROVIDE, ' I J 6, WF_RUNiOPCEYEM EX ALL GASTNCRS IN ME JOINT ME TWITS,AT LEAST THE MINIMUM TENSION F¢i wlnu.Try' )B' (SHOWN IN THE SCNmULE BELOMI. BOL15 IN L°NNECRONS NOT SCOTER TO TENSION LOADS AND WHERE LOOSENING OR J..DUE TO WBMTIONS OR IDID iLUCTWTONs ARE NOT. CGNSIOERATIONS REED ON,TO BE TGMFIIm TO THE SNUG-TGR WNE PANE1 caNGnDN. Hm WALL FASTENER MEN Of ME NNE YEMOD: A 1SNUG TOTS PPE-TEN90NING HIGH STRENGM B0.T5. NM �® O __ ]• THE NM PA TURNED FROM THE FAA nGHT'POLTION COPNESPONWI6 10 A TEAM IYPACS 12x1 1/1 SdiC TD)!M T IDENDFl LLTION p O.G �¢' �GASIpER(BY M AN IMPACT E ANKUNT l'ROTA1 OR THE NLL INGA OF A WNN F M AN OIAINNEY SPUD WHENGN, - 1(1'0 CONCRETE AN[NON(minJ IENGTH(SEE MO ROTATION TION IN ME SCH WLE BDOW). OF ME BOLT OWAEIETI AND 5-0'O.C.(mB•.) E BRACE 1 1/1' PURUN 2 1n. BASE ANGTE 1 1/2Y (AS FER DESIGN) _ BA-20 (1))STNCNRIL BOLTS(rvPJ GPADE 'j:+�''1'•' 1/21Ix1 /1•A325 NOIF4 �•. I:IOmoN 2 L`:�:,�:,'�" E 1.AYEi6CAN BURDINGS CO PANY NOR ITS SUBSIDWU.WILL NOT ASSUME NO' F )T ���• RESPONSIBIUTY FOR IYPROPm BOLT LOGTON. AT)FRAYE BRACEDCONNERIONST p�ES * A PATOAN 2.SPECW.CARE MUSE BE TNTN 10 INSupE COPPER BOLT W.LL Bf IECTION uN ITS /\/�/� PpOPFA LOCATION AS SHOWN ON THE OETNL GNDN OA NOTm ON fAERKW ORA1YINci `��/ / \ 2'b' 0-11)/6' N ].ALL 1 OWIEIFR AY25 BOLTS(IN CONNECTbN NOT SUBIER TO TENSION LOADS)ARE 1'-O' REOUI m 10 BE TGNIENED TO"SNUG-TIGHT CONDTIo.ONLr. NUE HEAD AT25!BOLT IDFNTFlCATON 61_II' 2-11 T/6' p eaLr saEnuLE ASTM A307 &A325 BOLT IDENTIFICATION MFOI SECTION AT BASE ANGLE BA02 STANDARD PURLIN (AP RFOt SRE �Y•DESIGNATON PPE-TENSION NIPS X UE RRAT°N AA ANCNHERURAL OR LONGSPAN WALLS AB BY-PASS CONDITION (a 1/2'. A]25 NIGH TENSHLL 12.0 1/D MRN J/1Y A]25.1.TGNSRE 28.0 1/J MRN L NIGN TENSHLL ]B.0 I/]TURN r SEf FAECR TOTS AJ25 Hldl TENSILE 51.0 1/]MRN • CCA —CAN SOCIETY FOR TESTING AND INTERIMS FIEND o—FOR ATCbIMFM PURIIN GNAN OR fERD GRILL it 1 BOMHMEM I wPGn 1/2Y BOLLS LS wP H BOLTS TLNTENm BY ME TURN 6 ME NUT YEMOD"WY HIYE TIE OUIFA FACf OF TIE XM wATfll-LLNNm WTIH THE PROTRUDING BOLT PoIM BFTGNE FlNAL TGHTENINc, THUS AFFORONG MF IH51{CfOR VIS YE YFANS Oi NOTING THE ACIWE XM pRAnON. SUG1 YAPKS LAN Bf YAOE BY TIE WPENGN OPERATOR WITH A CMYOH OR OAB aF _____ ______ PNM AFTBB TIE BOLTS HAVE BEEN BPOUCM UP SNUG-TGM. ]/1'. 3 1 ME SIDES OG BOLT XFIDS ANO MUR nGHTHm WOH AR WPAR WPENCH WOL APPFNt CARE aNEE BRACE RAFTER 511GHRY PEENm ANTI MLIS 6NKATE THAT THE wTIEXGI HAS BEEN APPUm TO TIE CCLuNN KNEE BRIDE BRACIR'T ISTFNm. CENERNEY,NO NRillm INSPECTION IS NEMSIRT TOTS B0.R IN BEAPoMG- -E LONXECTNXS BECAUSE TIE PERFORMANCE OF TIE BOLES IN BEARING IS NOT lam BRACE ST6CTVML B T ETp.) BMp12T 2 WASIWIS PER BOLT DETENOEM UPON HIGH TEIE4GN. WSUAL EVIDENCE OF WRENCH IYPARING S ADEDUAIE 1/2'.x 1 1/1'A025 VNgGTMI TAT TIE NUT HIS BEEN TNH,,.ED SUFFlCI_TO PREYEM O TRW BR19 ]/1Y BOLT A FRANE BRACE CONNECTIONS iRWE BR LE LWSENWG ATID FNUNG OFi ACGDEMAUL, SFE KNEE BRACE 3/1'0 BOLTS NL BOLTS ARE ALL BOLTS N3 sTRucTLwla As)s s1RUGUPN.Aexs BOLT INSTALLATION & INSPECTION NOTES MF91 KNEE BRACE DETAIL BR78 SECTION AT KNEE BRACE BR19 FRAME BRACE BOTH SIDES BR17 1/2'..3/1'.,1/6'.A 1'.STRUCNRN.BOLTS AA AAL_AA_j FOR BYPASS PDpUN$/CHARNEL AA •C0.1YN FVNGES OYITim •COLUMN iI.IHGES OUOT]) OR EAN.6 WM D15ET OR—GTFS,ME.—ZOMAL Wm Di THE GIRT OR GMS IN A BRACED BIM.WILL HAYS TO BE AI 0 W OIBDET f011 TIE ft0p°R[ABI� CM WASHEA OR CIARIIY. FOR[LWItt. .. BIBLE OR ROD BRACE TO PULL IN A STRAIGHT LINE fPOM ME TOP OF ONE _ GSTANCE 10 BNAGNG COLUMN TO ME BOTTOM OF ME NEM COLUMN. NSTNUMG ME ENA IC AR ON FlflD LUT AR HIX Nllf WEB OF COLUMN OR RAFTER CM WA91Bt AMSIPNFM UNENRAI.TES DOES NR NEOR OUTEKKE OF MEME TAXESERAC eroBRICNc OUT OF .�� COLUYX C� PROPERLY 0 IS AN UNKYEPEABLE ERECTION PROCEDURE JONNG ME MIX NIII �°OF COLuMN OR RAFTER HOLES IN OIT OUT ON ME COLUMN TO ACHIEVE A STRNGHT UK PULL IS ALSO ___ J )° UNACCE➢TABIE AOTIING ME WEB K THE GIRT TO AGOEVE MS S GHT UNE PULL IS ME NMY ACCEPTABLE YEM00. N MARK ME NCIE IDGIpN TIE FIXEOMNG GIRT OUT AT EIHOD WY ESE USER A XORWLLY I'(VEAIFT KASURINC EYE BOLT ROD EYEBOLT BEVEL 1 COLUMN TAD TIE BOTTOM OF TIE NF]fT ERACH.IN MEmCOLUES AT RUHH XG Mw ONE: Ems) WASHER TO ME INSIDE OR OUTSIDE OF ME CIHTS. IF YW NAVE ft0U—N. TY SINNR Ri°M FACE BEYF1 WASHER A NTLON STRUNG UNE WY NAO ff VA0. OF AR OF RT TINC POD BRACE 2.1XR(IFN ME CABLE OR SIRING UNE 50 MEN£S Iro SLACK CABLE GRIP ].WHEPE ME GIBIE OR SIIIINO UNE CROSSES ME WEB Oi TIE EORIS. PARR tW0 VNLHES ON EBIHFR SIZE O THIS POM. S 1' S 1.USING A SOWAE.11/JtE 1WO PARN:n UNES TTOY 1NESE 1W0 WARS 8--_� _ _ IXN TIE WES Of ME GBIR A AT ME COLUMN.DETERMINE ME MEASUREMENT FROM OUSIDE GM -- ---- UK TO CENIEAUK OG GALE OR ROD BRACE No.. _TE TBS I B _REMENT AS TT CENTAUNE OF A 1'[1'• T TO BE MADE BETKCN ME TWO PARNEEL LINES NATHED ON ME WEB OF THE 12'OR LESS CIHIS. SOME OF ME I.IRGFA CARES OR RODS WY REQUIRE A SLIGHTLY WICEA SLR TO MEOW ME EYEBOLT TO PASS MRWGI FlELD RUNFORL£GM WIM A PIECE OF ANIXE ___ 8.AFTER ALL GIRR HAVE SEEN NARK.AND AOTIED.NI NL GALE OR GIM ON GHWNEL WNEN YOF ME LOCATED ROD BRACING MPOLYRI TIE ADS.tHRWCIN ME BRACE HOLES uN ME AS SHOWN' 16 COLUMNS,AND TIGNIEN. CABLE BRACE DETAIL BR01 I ROD BRACE DETAIL BR02 )'AS CHECK TO SEE TAT ME BRACING IS NOT TOUGHING ME GIRR FIELD SLOTTING GIRTS FOR CROSS BRACING BR03 AT ME SLOTS. IT R IS TOUGHING THIN OUT THE SLOT AS NECESSMY. AA AA 6.TIGHTEN BRACING AS NECESSARY TO RUNB COLUMNS. SCALE: OATS BOLT INSTALLATION & INSPECTION, Nv.MA °PATM�' 1OM BASE ANGLE AND BRACING DETAILS, NrAw AND RLVIsm nD1Ak BRI)AA TBc MG STANDARD PURLIN/GIRT LAP DETAILS DRAWING RMSION MAD[ OATS NO. —1.. 11AU[ pSYiSION MAD[ C['0. OATS I2-I-B) NUMBER DND-1.1 1 �wRun eRA¢u>Our� _ fO�R AMI-ROLL 011 )a' RPUNfORCEYEM ®ROn��• AOORIOMI wlaM AT BPIOf PoMS ')'�• wRUn (1/2Y C.IBI£OR OIEAIEIi) STAHOAIA PURUn IaDOE BRIOGXG CUP CBC-1 a /1,1/2• SPNCRIRAL B0.1a ® p 3' 1/12 SUlPES (AT EACn BRAE YA AJ23 BOL13 ___ A/12 5{OPE (�iA$nETs AT wmm BPACE) R4TER FRAME BPItE 11 1' , _ (AS PfSt OE9R1) ((2) 1/4'SRri14 A]2321 1/A' (2)WASHERS RECUa PER DOLT AY F—E BRAZE CONNEL ONS up A S PATIEAn T SIR C u�HAS ENEM(PJ RNIER O'-lt>/e' X 1'-5>/a' Y iIVME aPwCi FACn Eno �� � '-S)/B' O OF AODOIONAL wRUN - 2-11)/9' R RIDGE BRIDGING CLIP CONNECTION DETAIL RF05 SECTION AT PURLIN BRACE BR09 STANDARD PURLIN LAP RFOt AA AA eF-PASa coNomoX pA wRUX m+ACE WE— POPun Brut[ PRBR-1 PRBR_I twnXLt DR SIRULNRK FASIFHFR (SIRUCfURAL F"fFNER wRUN ',, AOanaau"' (�REo' A>�E,,v1 wlwx) Aomrowi wwrl +iu>°/i mXN ten) RAFTER c�e1c eRAanc uetE ePw]xc . RY>ER nn'.c�E OP DPUTERI (1/2-.cmc oa DRUTEnI RUTER STRIZCIURAL B2Lrrn.) / wAwERs aoLr Ai iMYE&uCE CONNECDU6 FWAIE BWCE FRAME BPACE 1 ` _ mrTnvER !/ SIaTENER lam' mFFEmn mFanEn TYPICAL ROOF PLAN W BRACING LAYOUT BRO6 SECTION THROUGH RAFTER AT PURLIN BRACE BR07 SECTION THROUGH RAFTER AT PURLIN BRACE BR08 FRAME BRACE BOTH SIDES BR17 M M M FOR BroAss Pumms/wwxEt M SCALE: DATE roX BRACING DETAILS mm. "'°"'• case®ar; eu FOR 1/2"o CABLE OR GREATER —SED RFO,M B Tac Trw -ca APPro n BRACING SIZES DRAIRNG Rnxa Ra)1310X NO. RevlatOX eX'B. BATa tto, cro, oATa ,-B) NUNDEN ORB-1.1 /4'Y'-111 /A RAFTER II __ p l I RPE STRUT Ban ii I/r.Nn-[B0.n „ „ I „ RPE mNur „ 1/Y.Nzs-[eoEn 'I _______________ _______________ _ II ______________ I. , I - -L'- --- RPE sour PIPE SMUT PIPE STRUT PIPE SRN! 11 . RAFTER 'I NOTE:ONE PIPE NESTS ON TOPOF OMER RPE RKfFA PLAN VIEW AT CONTINUOUS PIPE STRUTS BR12B SECTIONAL VIEW AT CONTINUOUS PIPE STRUTS BR72A ING PIPE STRUT PLAN VIEW AT ENDING PIPE STRUT BRi 18 SECTIONAL VIEW AT END BR71 AA AA AA pq Y R.VTFA —NO SLO! RICO—E COIuuN 1/2 I—-- RrarcR s/r1 wizs-.Durs RDRIzo[rAE RPE sn[n _______________ a[ml. _____-_______ (-12—C Ar E'_ONK REL m Dn______ _ _ ____________ , I , I , , I I � • • 1/r SDFFENER I FM SIDE --------------- i • 1/r1 HOIn _______________ I mRENER Rx srRur mEEENER RPE smur 1/r m,,,. mIFENER RPE srAur t 1/4- SECTION VIEW AT CONTINUOUS PIPE STRUT BR16B SECTION VIEW AT ENDING PIPE STRUT BR16A SECTION AT COLUMN FOR PIPE STRUTS BR74 SECTION AT HORIZONTAL PIPE STRUT BR15A AAI AA AA AA srANwftD—UN smucruftAi ears - VYr lazs earz ' RARER PURLIN•BRACE FOR PIPE CONNECTION BR09A M SCALE: DATE BRACING DETAILS FOR PIPE STRUTS [„N ORA111NG DRB-2.0 0 D —IoNYADB L8'D. DATE N0. fteY1810N YADB C['0. DATe NO. RN1510N �-- a 12—I-91 NUMBER - u=i°- C� GINT DEPTH I DEPTH GVE STRUT I RUTCR EAVE STRUT FIRRAFTERS EAVE STRUT RAFTER CAVE STRUT 1- STRUCTURAL BOLTS STiOCRI—_s (A)N!BOLTS I/R \ (•)N2Sx BOLTS 1/A• STR V ICT/x•LARK I 1/A• /STPUCNRK BOLis (�) (1) • 1/A• LIVE STRUT BRA-ET I EAK STRUT BRACKET Nxs BOLTS Nxs BO115 (SHOP WELD) (SHOP wELO) EAVE STTROT BRACKET LIVE STRUT DRAGNET P (SH WILD) (SHOP WELD) COLUMN) \L `COLUMN COLUMN COIUun EAVE STRUT CONNECTION RF3)R EAVE W (.ONNECCIION AT HIGHSIDE RF36R SAVE STRUT CONNECTION RF}2R EAVE STRUT CONNECTION AT HIGHSIDE RF}7R Br-PA_s5 GRTS/OUCONK—.I.SPLICE ® Br-PASS ::I1 ,CCNN.luINCH SPLG AA Br-P.ss GIRTS/vEROUL HAUNCH SPLICE AA ar-PASS GIRTS/vERnuL HAUNCH SPVOEIN M UCNRAL BOLTS (A)A�2 eon TS =TUPA1.BOLTS RUCTUW,L BOLTS S TURAL BO a sT _ (<) zrr+I l l/.� (z)�/z-r.1 1/A• (xIRU111 . ( P wELD)PU >:x5 BOL3 \ IS BOLT9 BOLis ESP-I LATE-� FAVE STRUT / RATTER (t OP WELU)P -LIVE STR UK STR� PAfTCR EAVE STRUT EAVE STRUT PLATE LIVE STPUf RATE ESP-1 ESP-1 1/x" 7 1 1/x• f 1 1 1/r \� COLUMN S.UITURA,-Is -_uMN COLUMN \„ (x)1/xY.x"AJx5 BOLTS LARK BOLTS 1 1 W/ONE WASHER PER BOLT U _ E..LUMn 5 BOLT (W)/BNE_TER PER Bu1.i5 CAVE STRUT CONNECTION RF310 EAVE S-:?UT (:ONNECTION AT HIGH';IDE RF36q EAVE STRUT CONNECTION RF}2 EAVE STRUT CONNECTION AT HIGHSIDE RF37 In LIRTS/DAGONK NAONCH SPICE AA INSET Canis/OACCMK—MCH SPACE � INSET OFFTS/vEHiICK NAUti<H SPICE AA INSET GIRR/VERTICAL HAUNCH SPLICE SRN RMPAL BO -1� (.)I/'Ar1 NIS BOLTS sTll;CZ RK BOiTS LIVE WIL RAZE (.) / /•� ESOP WEOO) A;xs BOWS RAREN IS O STRAY RATF�\ FIR EAvf STRUT (5.!OP WELD) \ - ES 1 GVE 9TflUl LIVE STRUT RARER GVE STRUT RA TCP RK BOLTS' STRUCTURAL BOLTS 5 BOLTS N25 BOLTS 7 COLUMN -COLUMN COLUMN COLUMN ' E.E STRUT CONNECTION RF}iP EAVE STRUT CONNECTION AT HIGHSIDE RF36P EAVE STRUT CONNECTION RF}2P EAVE STRUT CONNECTION AT HIGHSIDE I 3 K G FLUSH ORTS/ONGOn HAUNCH SPLICE AA FLUSH RT.,/DUGONAL HAUNCH SPLICE pq FLUSH GIRTS/VERnc SPLIC AL HAUNCH E AA Rush c1 R RTs/vERTIUL HAUNCH SPLICE SCALE: DATE - DRAWN Br: RON TYPICAL EAVE STRUT •'I"'"A .u•.MA CONNECTION DETAILS DRAAING DRF-1.0 CN'D. D N0. s1oN AOE CN'p. HATE PEV1910N MADE CN'D. 1x-1- NUMBER ' °" P RN "EP9 mnD"°cEtin T )e PIN61N --------------------- ILI -- ------------------ - ------ ------- f]1 ] Bfp,%;N9AL BDLTS(IYP.) 1/2 DETNL fli01/M �y�BST ryypJ _ CNBAL BOLT9(IYPJ ;j 1/3•1%1 1/1'A]]B SEE OETNL Pf01/A1 1/R'�%1 1/A'I325 /3•�XI 1/1'A]Ze 1/2'9%1 1/A'A]99 � � Y1111 B0.T AT 1- (])W/91ER5 NEWINED Pw B0.T ��LOU`1pM5 AT FRWE BNACE CONNEOR95 F.Y"fw W PATTEWI wbNALL BAITER ON COWYN 3'-0' 0'-11A)/B' % wowNL RNTER 9 cowYY wowu!_RAEIw 1-w 1'-11 T/B- <ouNNDJ (TzuNNEI.BAETEA) s•-w r-s)/e• o PURLIN /GIRT CONNECTION DETAIL AT ENDWALL FRAME RF02R PURLIN/GIRT CONNECTION DETAIL AT ENDWALL FRAME RF03R PURLIN CONNECTION DETAIL AT ENDWALL RAFTER RF04R STANDARD PURLIN LAP RF01 B+-PAss mNomaN AA ar-P/59 c9omox AA to-PA9s OON0111011 AT wuRAu coLUYN LouTl9s AA ar-PASS caNmrlDN AA C,UNN0.9 PUPIIN PURLIN RIDCE B-T-NO(XIP cec-t-tH.1/]e ,/tz snPEs CBO-A.♦/13 ROPE D RAPIER B t/X• STRIx:iURAL mLT(iYP) W�R 4 WASIrtt6 PFA BAIT 2 BRAES C9XECIIONS BPlif In- X 1,/.-Nl9 S�)SIRUONRAL i,ww9 mP.) RIDGE BRIDGING CLIP CONNECTION DETAIL RF05 FRAME BRACE BUIH SIDES BR77 _ _ AA i9 BYPASS PURUNS/O,YNNFL AA SCALH: DATE TMD TYPICAL ROOF FRAMING mvl. AIWu CONNECTION DETAILS REMSED RNIM BPI>M TBO 11 1-91 R9'R0. RXT1910N CCO. OATS 910N OAT6 NO. 910N C%'D. O ,1-1-9) NOMDER DRF-2.1 O x 71W , uRf a1P a-. c"L-.�v a1P a-. axDYn W/RER60RG]IEM RATE cowun a+rncrrt nAre �si)smucnmk eozTs�lw i Cl� /anE n.r.wASRn e)vEr 1/Yna•Ana i o r AL O O O rWAi¢eacE 1.• r 1/.' o^R 2 rn' O O p a1P nor crown an (is Pm DEscn) TH6 Sll1E DF C0.1D01 2 SIFIK'IURIL eaTa O O p EnR armr ( f�x•.x,1/.•A]2a mP') Y f21 WA91EP5 1¢wwm RA eaT RE➢IfDRCEYfl1E RATE AYY iRAYE BUCE CVl01EC110n5 LW A MTIEl01 W11W11 ''� G-it i/e• x e 1H' a V.• I vl a 1/s. i e 1/.• I n a. c-o• '-1,/e• w ryaM aRf aRf OtiT a'-e• 2'-a,/e• p ((1)FASIENERa (2)SRNCIURAL eoL15 Dw) e•-0• 7-Ir,/e• R /12%t 1/.'SWeI W/OnE HT.WA91D1 PFA B0.T 1/2Y%Y Ana GIRT CONNECTION TO COLUMN FOt GIRT CONNECTION TO COLUMN F01 GIRT CONNECTION TO COLUMN WFO7 STANDARD GIRT (AP RF02 Rust ams AA D+scr aR1a AA WT1E1 rmraDRailDm RATE AA ar-Pws a,nmwnI AA D10wu1 L'OIDYN EWD1]A11 CDLUMN 21 ) z STRI TWL ]a(IYP.) E x S1nUCDIDAL D0.Ts(iYP.) TEE 1/z•.;� x 1 1/4•—1 z•.x 1 1/.•A]zs {�• (z smuuuRAE eons c—.) am as a-� mD a8 uRr aar B'i-PASS GIRT AT ENDWALL F58 BY-PASS GIRT AT ENDWALL F59 BY-PASS CHANNEL ENDWALL INTERIOR COLUMN F60 BY-PASS HOT ROLL/BUILT-UP ENDWALL INTERIOR CCLUMN F61 "'xzE AA D 1/2•zEE AA AA AA ]• 2 1 Y (1 s�raucruau ears(n'P.) V11-i1�,-1/•Ary fTMP.I S2)sllMlttuerl eaT3(IYP.) 121+' x 1 1/1•A]25 /2• k 1 1/.•N2a aRI C4P i aaM alP GIRT QIP a-. a-. D 12- -H BY-PASS GIRT AT SIDEWALL F65 BY-PASS GIRT AT SIDEWALL F56 BY-PASS GIRT AT SIDEWALL F37 9'ZEE AA D 1/2•ZEE AA 12'2FE AA SEALS: DATE uArY. �aW�: 1e11 TYPICAL PURUN r GIRT ®� x Aoom WEW„A Iec TRG .-De �®�' eu CONNECTION DETAILS RMaEe RED]M TfIC TNa 2-De ®GT 1PYD aT. DRAWING �!W no. �vlsron rADa aro. o aevlson YAoa cro. w no. cz•u. an mevm 12-v, NUYDSS DWF-1.2 0 MIA E gOwALL ENowAu� 2 3 ( SIRJLNRAL<30 GM (3 SRtULIUR�BOLTB(i1'PJ GRf (3)Si RnL BOL3 ) i . Cl_2 ExvwAu / 2 ; �-2 3 Lis(1YP.) °� IZ S�RULTURAL BOLis IiYP.) ; U u�ALL SIUmEwN1 I i=c=- GL-! _GL-! 1 �00=0' 4 1 „1 o00IT ,7 a oo- oD =0 0 0 0 00 —0 0 0 0= DDo nn= ;DD �00 0 0 00; aD= 0 0 0 00; o.= =0=1 u-I� -oo -- _ __________________ _____ DEwALL. -}L( G A• E-2 2�3 L. _ 2-3 G 3_ ,s/e II— ��A CORNER GIRT CONNECTION WF04 CORNER GIRT CONNECTION F04 CORNER GIRT CONNECTION WFOS CORNER GIRT CONNECTION FOS ETY-FISS SIG—L GRTS/RUSH OR.--S ENDWALL AA BY-PASS.IA ILL G'RTS/INSET EN-1. AA INSET GDEWALL GIRTS/FLUSH OR BY-PASS ENDWALL AA INSET SIDEwALL GIRTS/INSET Ell— AA GL-2 GL_3 9 I/1" ENDL giwALL ' ENDW;.I.L- <N_R GIP WALL ,aX1 / Al2 ) INSET GRT \, c BOlis UYP ��µ,L ______. _______ _ _______ _ ) J _ C0: (2 STRUCTURAL •-- (]� RUC.-BOLTS(TP.) ( G RAL BOLTS(TP.) [ -[ 13I25111 1/4AL"21 (iYP O pcO 1/I1%t . ^IIo=C 1J2---1/-N5 'iccci r 1 00 ', �00 •0 0 Oo) I _� Ooj 00 `a-' 00 `C CORNER GIRT O o__ I !010 0 0 -! J ; _i o==1 00 (a0 0 0 0 '_____._ c,:.�-� o= 0 Oo; Oo CL-3 u-, Ooo a 2 ____________-: .. GD�EWALL�r SIDEWILL /- -1;2- GI I s,B-_J IL NSET ,'.-3 1/2" CORNER GIRT CONNECTION WF06 i CORNER GIRT CONNECTION F06 CORNER GIRT CONNECTION AT WIND COLUMN F04 CORNER GIRT CONNECTION AT WIND COLUMN F04Z LUSH SIDNOWA4 EWALL GIRTS/RUSH OR BY-PASS E::G':AL_ AA FLUSH SIDE—T.GIRIS/INSET END-- AA OPEN 8r-PASS SIDE—GRTS/RUSH OR.-PASS ENOWALL AA OPEN W-PASS SIOEWALL GHTS/INSET E10— AA C,r a.-� M Iww tt rmrt 9 /2" ARIES �9 /3' 10' vARIEs 9 12- G _ ENWIAIL... _ PLlc - -2 (2))STRU<iUP/�BOLTS I— IRT 2 , -2 ; CL-2 A325 ) ())STRUCTURAL BOLTS(ttP.) (27 STRUCTURAL BOLTS(rYP.) L�RT� I,/2"r%1 I/! 0.)25 t12'r%,1/i A335 CL-! 2 STRUCTURAL BOLTS r o eo-C .I- II 20 o -cL-• �ar(avnoNAL) A 00 DD aoa' 000; e;ao0 000;=1 of) oc! ---' aaocf - 0;¢000 000;=; g�® 0001o) -- - ° = - - -----------------------------JatJLJli------------------ ____- -LutJ0."------------'---- u-, D== RT ciDEWALL sloEwuL cI i sloEwuL clRr �� __ _ Rr(or>rnwAL) _ I (� t'-G" 1 JNL - Cj,1RNER GIRT CONNECTION AT VJND COLUMN F04X CORNER GIRT CONNECTION Al WIND COLUMN F047 CORNER GIRT CONNECTION AT WIND COLUMN F052 CORNER GIRT CONNECTION AT WIND COLUMN F06Z BY-PASS 11-1 GIRis/RUSH OR BY-PASS ENOWALL AA BYPASS 9!—L GIRTS/INSET ENDWML INSET GOEWALL GIRTS/FLUSH.INSET.BY-PASS EN—L AA- RUSH SIDE—GIRTS/FLUSH,INSE,.OY-PASS ENG— _ SCALE: GATE DRAIm Br: TYPICAL WALL FRAMING •u••w •'A� _ - CONNECTION DETAILS — -- DRAWING � Rev.No. vlsUN AOE CE'D. ATE NUMBER DWF-Z.O w GIRTKL CLOEW-2 GNflOWKI-' C ORt 1 1 I (1))SrRUC1UNAL BOLLS(POP.) L 2 F'� I Rx OR! ' E f.Wi ___^__• S K I ,)" 1 1/.•-21 _ [L- (2[%IU 1/4-A125 rS �..:=cV tt- (2 s%flUCIUR�BOI 00=0; T T I'J i o o (OPEN) ,•J u O o cpPEN) n _ T- n� — (OPEN) o R =0 0 n o =O 0 o (OPEN) "O _ 11 11i00 O 111= u-I O.•;c o= CA-1- o= ELM ' ______ - RuslL�l/ + 6 caxnfR L I D _ EwKL GIRT 7/8- fi"2- .�y I /q- !- -p - - F- CORNER GIRT CONNECTION WF24 CORNER GIR?CONNECTION F24 CORNER GIRT CONNECTION WF25 CORNER GIRT CONNECTION F25 OPEN BT-PASS SIDEWKL GIFTS/RUSH OR BT-?ASS EnpwALL AA OPEN BY-1..55 Si,sLL CATS/INSET ENT:N%1 OPEN INSET&DEW CIRIS/RUSH OR BY-PASS E10— AA OPEN INSET SIDEWA4 GIRTS/INSET EN— AA -2 �J CL_2 Oiflf KL EN.-„ / c _l____T tt%mEF::IFL 1I3"SIRUCt11RAl�BOLTS(ttPJ 1 2-11 1/4-M25 (T9.) . �(10=0 CL-. (3)2Y11 %RUCNRK BOLLS(1TP.) P _' 77 (OPEN) OPEN _. // +/."A)25 _„11 0 G:O /2i%IUi�N30LT5 ( )o CORNER ORT o=;o oII O_✓I ['0 �IE PN) =0 i _GA o J (�I oc c: (`IO =0=1 i cA-1 ' CI-4-- ~'/B I • _ 2.�5 f `/a-- -" USN-PASS �- tfi/3• BY I -2+/2• INSET ns T1- CORNER GIRT CONNECTION WF26 CORNER GIRT CONNECTION F26 CORNER GIRT CONNECTION WF34 CORNER GIRT CONNECTION F34 OPEN RUSN SIOEWKI.CIRTS/11USH OR BY-FASS ENOWKL AA OPEN RUS SIOEwAL'_GIRLS/INSET E-1. By-PASS SIOEWKL GIM/OPEN ENDWKL(FLUSH OR EY-PASS) AA SY-PASS SIOEWKL GIRLS/OPEI EIG—L(INSET) AA [ ( SIRUGTORK BOLTS(mJ (3 STRUCNRK BOLTS(IYP.) 3 e%t ))3.%I A135 ) (OPEN) I/- I/.•A]IS (OPE.) (OPEN) 'I25TIIPUCTURK BOL15(M.) (OPEN) CL iJ2 STRUCiV�30115(POP.) R SDCNNl CL_ m CL_. / •I I/.-A125 CORNER CIRT 0 0 0 0 0 0 o oo o o Oo)CORNER GIRT 0 0 o o o o `00 0 o a°o o 0 G =o 0 0 0=; u+ =a o 0 0=; eo o a oo; oo 0 o oo; �I u' p_ ieo a o oo, ----------- -- - - -------- ;- --- -- - F-vB- sDEwxu =5/B� � c 1 - , B cIRT GIRT 3'-5 t 2' t S/B" 11" 20RNER GIRT CONNECTION WF35 CORNER GIRT CONNECTION F35 CORNER GIRT CONNECTION WF36 CORNER GIRT CONNECTION F3 INSET SIDE-L GIRLS/OPEn ENOwKL(RUSx OR BT-PASS) AA INSET SID—L GI/OPEN ENOMKL(INSF:) FLUSx SIDE—L GIMS/OPEN ENC-1.(FLUSH OR BY-PASS) AA RUSH SIDEwKL GIRLS/OPEN ENDWKL(INSE1) [ICALE: ATE TYPICAL WALL FRAMING CONNECTION DETAILSRevlslON AO¢ Es cln AP DRAWING RevNp. NAOB sODN NUMBER DWF-7.0 p f of RTEW � wRux MTh 0�1U,/i-N33 w� BINUONRIL BOLT ANTI-R0.1 GIP wxuN wPU ( wRUN WEB RUMFORCEYENT ,/2'.%1 1/.•AOTS 0.-12-B'PURI➢Ci LlN RUN W®IE1nFDRCE1dElIE CLIP ml .it,/3'PURlII15 ANI —LUP 1/511x,CNRI BOLT 0.-IS -11 CL-1♦-13'PUR,1N5 CL-12.B'M.— 1/A•A]t5 rOP M- -V 1/2'1— (3 STRUCRIPAI mLR PUTS YUSi BFM ON P/JIER PLATE MUST BEM ON R TER RTEA TOP'AVfUt TOP'WAR TO TOP I,/.2 SAIU I BOLR ro TOP x •win - ( RAF ER (3 CNPAL B0.RSONCN BOL (2))SOiUCNRAI BOLR I2.%BON 1 1 N33 i%l%1 RAL ABT5 /2' %1 1 A333 RIPTER PURLIN WEB REINFORCEMENT CLIP DETAIL RF53 PURLIN WEB REINFORCEMENT CLIP DETAIL RF54 ANTI-ROLL DETAIL UPHILL RF50 ANTI-ROLL DETAIL DOWNHILL RF50 AA AA RIGD FRAYS RUIFA AA WON FRAME PAFIER sCaN-AN„NU¢RK w PNLRWT tt8 OLyP0.FO-Po,],RIm-RBT EPRUR mRMUNBI B N RFER . CL-,.-. L0.wT1-M re11N1N¢s su Pvoxr c,8 =a1 UsRzIL d ns(iAR SmEI COm-iORCaNIWm-„,NP AS TSLIUiP PORT CIl8N o RAf1F•A aM-- I_L N P MI I2SB wRMB 0.- B •wBN o Btn -. ,T- p.pa;_`a� O p 23i /zw )PUP Uo M-,♦ 131/I OL p x3 op .7 N EL sUPPoR! ID3 .) 1/2'0 1//1Alr.) QI'ue 5 RK� (Z) ,n. K 1/. a 1/2-,AIM ' 0 ANTI-ROLL DETAIL RF51 ANTI-ROLL DETAIL UPHILL RF52 ANTI-ROLL DETAIL RF55 ANTI-ROLL DETAIL DOWNHILL RF56 COm-FORYm NO RNTEN M C FOR.W EN—RKiEA M OpPFORYEO ENOMNL RTEH AA COIl>-FORxm mONN1 NKIER AA C OF RAFIEA IHBrALL ADDfRONAI ROOF iASTmEiS ROOF PM¢ AT ANTI-ROLL CUPS INSTALL Mp110NA1 ROOF FASTEIIERS ROOT iASfQim AT AM,-ROLL ROOF PM¢ Rant i1 1//TExFA p ,YAx (a) N.L. wRLw wm - RBnTORR}tIXT CLIP n-,s — _ ANO-ROIL SYP ' Sx,� ype a-Ix-a wRurvs PATE uUST BF ax n-14-,2•wRIWs(FM 90E) RTFA TOP'MARL( N¢wPPoR1 tt1P TO Tw a-n SiRULTORK BOLR wRUN In. Ar) CIXD-FORNm ItTm PERM WWI RTER PURLIN WEB REINFORCEMENT CLIP DETAIL RF53 ANTI-ROLL DETAIL RF51 LONGITUDINAL EXPANSION JOIST IN ROOF RCB1 ~IOHOSPM PM¢ BA COI(!-FORYEO EN.-RAFTEit I.—PM¢ BA LON.—ROOF BA SCAB: HDATE AN71-ROLL CLIP DETAILSBRAxn aAND�N PURLIN WEB REINFORCEMENT4, o RFS.AA - Bestcn APvro ar. CLIP DETAILS BRA1EINcR u NUMBSR DWR-1.1 B Re.ow Ne.R0029B FLANCE BACK CUTTER R F FASTExED�C-.) ROOF PANEL BL•�S.J 2• GUTTER OO CUTTER r r-- WnER - DOTTER i \\lY�\Y9�rq/I/ M BACK GUTTER BEND ALONG pA ED UnE �nC �D�1 ELBOW CBG•-15 J B/IOnL FDE-2 --GUTTER __ --- CUT ALONG SOLID LINE GUTTER DWE FVSHyiL .—S., S.3 LTt-5'3 DOWNSPOUT S \l/ GUTTER DOWNSPOUT CUP EAK SmVr DOWNSPOUT TURNOUT (FIELD CUT) BUNG PER (12 R/B Frv£T�) OOWIRSPOUT gTP.) �SIDEWNL LIRE (5)1/4Y BFAD Of LUnER L FDS-LENGTH - DOWNSPOUT EAL EACH LAP UTTER SIDEWALL PANEL(FOP.) CUTTER LAP DOWNSPOUT CLIP FDS NL.ENCTH BUNDET /B R'E(IwJ BASE AHCLE ------ ` (12 UND RP- !'L I GOWNSPOVT ELDOW WISHED RODR B EO'D. LAP) I II FDE-2 TO- 1/B RIKT yf—BUND NNEr FDE-2 FASTENERS AT GU77ER LAP AND ENDCAP I 1 I/B NNfl DOWNSPOUT RETURN GUTTER LAP AND GUTTER ENDCAP FASTENER DETAIL GT07 DOWNSPOUT OUTLET DETAIL GTOt DOWNSPOUT DETAIL G702 DOWNSPOUT DETAILS GTOB ' AA AA AA PA FOG-2 ROOF SLOPE WIWN L DOWNSPE. DOWNSMUi=_r ios��H rL H 1� Lm ro 4D• aunon CLIPS(�-2l 1- 4 40'O.C. 05-;::: vM.ME-1 TO 50' J50'O.C.O WwNiPOUT BLIND RIKTS 81 To FDS-14.4 k 1 M.FDE-2 OS-:.En61N (2 PER CLIP O WALL) 'T.BO' 25'O.C' FOS-14♦h I 1/B R— BI'TO 125' 20'D.C. M. ME F I36'TO 1M' 5'O.C. 16'IF I C2 PC,os-14.4 W OE-2 1'TO 240' t0'O.C. 20' t 1 PC. - t PC.1OE-2 22' C.FDS-14A a PC?FDS-14A AtPC� E FDE-2 5 26- 2 PC.FD PC.FEE-2 PC.FEE-2 50E'WALL PANEL XI' 2 M.FDS-14.4 R I PC.CEE-2 6 WNSPOUT FDS-LENMM 3'' Z 1 PC.FOS-14.4 6 OR ELBOW FOE-1 - 1 2 PC.TO-—w I K.FDE-2 6 BLIND RNfl(TYP.) 3B0' 3 vC2 PC.TOS 14 PC.N 9 6 FOS-t4.4 w4 C REWIRED 1 FDE 2 E 1/B RNEf DUN Rrv:KT(rYP.)J/ 40' J PC.FD- FOE-2 B RIVET LOCATIONS AT DOWNSPOUT LAP OR ELBOW GT�04 SECTION THROUGH DOWNSPOUT GT�OJ DOWNSPOUT LOCATION GTO`5 DOWNSPOUT SCHEDULE GTM06 EAL wN L PANEL SO11—WRN]/� —B�WNl PANEL SIOLPS WITH 3/� ROW FASTENER ••FOR ICE AND SNOW ROOF FASTENER RWF F,ISTENER •FOR ICE AN0 SNOW ROOF FASTENER WALL PANEL TAPE C D LAT01.TA i WNl PANEL TAPE NATTIC DURING INSTALLATION.TAT CONDITIONS ONLY SEE APPROPRIATE SEE APPROPRIATE CONDITIONS LY N SEE-P. RIATE CUOSURE AND CONTINUE / SIOELC A]CLOSURE ANG CONTINUE E'WE DETAIL AiE GK OCTAL EAK DETAIL EA K D BIANNfl INSULAnON SIOEUPA]e-. B NET IN�� lON- 6 (M OMENS) (BY OM::RS) ROOF FASTENER STRUCTURAL FASTENER x05 STFiLICNRAL FASTENER SMUCNRAL FASTENER NOTE: SiRUC 1P. FASTENER ROM FASTENER EE SPECITI[EAK DflNt HH SEE SPECIRC EAK DflNI SIDE 1—BREE WI SEE APPROPRIATE FAK DETAIL SEE APPROPRIATE EAK DETAIL /12% /4 SDNH FOR 5T1L An0 FAST /120%i /4 SDHH /130 OC4 SO FOR.. ANG ASTENER 1_0 /4 SONH 1N LH INSIDE tt05'.TRE iHERUAL SPACPi -0 O.C. DETAILS. - O.O Ofly�, -o'0.C. TAPE IC STRUCTURAL FASTENER YRTN]/4-lAP[ SIDE ED TO BOM /12%I 1/4 Sa1H —C APR QED w SIDES' 1'-0-O.C. AND SNOW TO BOTH 90ES • RUnO SNO PANEL ROM PANEL T111—SPACER THE—SPACER w ICE RW PLRLUN .•ICE An0 snow OIR! PANE ROOF PANEL PURLIN _______— _....__ _____________ _________1 GIRT ___._� ;______ ____________ _____�_ 1} PURLIN _ } f RWF PANEL� I - - -- ------ ROOF GAS'ENER— _ / BLµNET IN.—N B 10:INSU ION 11—TMSULAnON BLANKET INSUTAn BLANKfl INSULAMW ENER BANKET INSUUDW O.C. (BY OTHERS) (BY 0 ERS) (IFO OMULA On (BY OMERS) /13%1 1/4 SDHLW (BY OTHERS) T OTHERS) T DOUBLE SIDED DOUBLE SIDED TAPE 1-O'O.C. DOUBLE SIOEO APE BY OTHERS DOUBLE&DYED T E DOUBLE SIDED TAPE DOUBLE SIDED TAPE (BY OTHERS) ( ) (BY OTHERS) (BY MNERS) ALLEY OIR:_ (BY D ERS) (BY OTHERS) rR STRUCTURAL FASTENER LCE AN Sn0'W E AND SNOW N.LEY OGUiTER ID CAME STRUT /1201 /'$DHH M•QOUTTER PURLN NLL�'LO.IER I PURLIN ALL FUN•I.3 I 1 4- CAW STRUT 14 "-G.O.C. FAK STRUT 1 I/4- 1 1/4 EAK STRUT 1 1/� - 1 1/4' _ ••FAK SMUT 1.O- CAK STTM •FOR ICE AND — m. FOR GE AND SOw N CON PIONS OW ONS °•'a^°al SN ONLY ONLY _ I 2�0••• I m r-o'•• i z'-0-•• mn. .� w.iwei mcu¢:: I T1n 2 D-• VALLEY GUTTER DETAIL EA08 VALLEY GUTTER DETAIL EA08C VALLEY GUTTER DETAIL EA09 VALLEY GUTTER DETAIL EAO9C AA WITH—RNAL SPACERS B AA WITH TIIERIRAL SPACERS AA FD- DATE SCALE: I�C AIAVIu iH0 LUr4vu �� GUTTER AND DOWNSPOUT DETAILS EN DRAWING RCv.xo. REWBLON DATE MADH CK'D. DAY, RARE CN'D. DATE NUMBER GTD-1.O O USE E WOOD BLOCKING i EL ALEAMO SHOE ME PANE 11 THAT W MOISTORE RN BLIP IING PLACEED�BEETWEEN EL BUNDLES WILL E TIE UIS SPACING DL TOLES WITH A FAIR ORTIPLASTBG;I V RU LLANNG ENOUGH E PUR z- I HE BOTTOM{ O E. � WOOD BLOCKING RIG.GRADE 2 � 2"NOTCH RIGID FRAME RIBN SPACING PURUN SPACING+2" `WNGSRAN PANELS SiRNGNT PURL IS ME A NECESSITY.HE SECTIONB HAVE A zUNIU1 TNDENCY i0 DOLL OUT OF PLANE AN O DEFLECT HDRIZONTALLY.THIS MUST BE CORRECTED BY FORCING THE PURLINS INTO ROPER PLANE AND SPACING.WOOD BLOCKING IS RECOMMENDED AS ONE METHOD i0 TYPICAL ECUOLDSTBUCDDN OF THE WOO BLOCKING 1 SHOW ABOVE. A % BOMtp ACCOMPLISH MIS. SIZE 0E SOD. REFER TOPEEMEGROSS SECTION FRAMING ORAvnnGS6MAi KCO4 EO TARP OR RUSTIC COVER E BURRING DETERMINE ME SIZE AND SPKINCS. USE SPACERS BETWEEN BUNDLES BEFORE SHEETING BEGINS IN ANY BAT,PUCE BLOCKING In THAT BAY ACROSS ME FULL WIDTH OF THEY FIRST STEP 11I ME SUCCESSNL 1111L:1 En W THEY ROOF OR'WALLS IS TO LAVE THE AT LEAST ONE ROW IN ME CENTER OF THE DAY SHOULD ALWAYS BE USED.USE AN SOUND.IOR BS E RESULTS' IS ECOMMENDED THAT A TRANS' AOOITIONKNROWS OF BLOCKING IF NEEDED TO NTNN STRAIGHT PURUNS.ALL G ME PURUN BLOCK ABOVE GROUND BE USED•WHEI•ERECTING ME STRUCTURAL EL DTNTE OR SWEEP O LANE COULD PREVENT ME ROW PANEL GR ARACHING TO ME PURLINS SAND HAS ME EFFECT OF LOWERING ME LOAD BEARINGPECM DE DpRl wN OF THESE ROLLED PURLNS In POTEMUL PURUN FAILURE UNDER MAnMUM DESIGN LOADS. PANEL STORAGE RC51 BUILDING ALIGNMENT GE01 PURLIN BLOCKING GE02 LoncsPUJ BB AA AA AM ERICAN ROOF AND WALL PANELS ROOF FASTENERS SPECUL CONDITION FASTENERS OF a EL GlIOJF _* SPREADER BAR 11 ' /Wv .M/•/• AMEENIUJ+'S ROOF AND PANELS INCLUDING COLORS COATED.KUMUNUM COATED D ULVAN1tE0. (LOUTS OVER G 16 � . E EXCELLENT SFRWCEE DER NOELY VARIED NO KL UNLOADING ARE ERECWPONI II l NERSONNEL SHOULD NNLTHNYUDERSTIND THAT ESE PAnELs ME D LRCHANDISE ''�IFf °�'L °�°m � 'i NRR CNOCOUME 1 DDNc. UNDER CIRCUMSTANCES SHOULD PANELS BF NA`IDLEU ROUGHLY.PACKAGES OF SHEEERS SHOULD 0NONE.in.l i/.mnr VAR lo./Ins li.s»Ma A�n�BE OF HEFCNEE pEu En SURE 0 GARAGE '^, - ICUII DS E S EIS OR T S. �C-01S ENDERNE M SiORpD OTT THFT OFOUNOSDFFIH%nMLEv I ENEWCHTO PLOW pCRL'.I OD 7RnpiDEAMEE ACKAGES A c SLUNG DETERS LE RON w K E DENS.ONE WnOi ME PTdA¢S,GUWALWAYSBE ELFJNED ABOVE THEE LOWER ENO TO ENCOURAGED NAGS E OF RAIN.uETKPAIELSARESUBJECT TO E OE FREE TO ODUZENDI SCOLORATION EN RdD GRADE ' WCEING REF S I—ED BETWEEN THEIR CLOSELY ED SIURFACES. ERIGW E%CRdSESR ES%MENEI �PROI E NT PUR INS i.x��c�EN; N% A �® CAUTION IN FADRIGTINC AID SNIPPING OPERATIONS TO IN E THAT KL PANEL STOCK S KKKE OWNG OVER nr^'°'1° erm R�3 I,.Y Iz ra uNPi V.NOW WERR.DUEE TO CLIMABC CONDIOTIO-NS, A ELF FORREDABY'ECOND7 NNSSATION OF I WEIHT �w •roBETWEEN STACKED EATS ED ETWEEN THE PACWWEJ [ED SiIEER YMEN..EEDD TO RIM.MISHdXOLCM"M UUSEO TRAPPED BETWEEN "'°%Mvosn"'° oTiEN T.,GB AMR STORAGEN. O E HENPAN S1IALLY SVPERDCUL AND S LE EEFq CT O ME MPFARA CE SLIMMED IFq Pu 17�j6 cwxcc�ilol,ruouc L z.. rtro T EUrt AS C AS R IS PER MT�O OR THE PANELS EiY tSWEY2P, E N mom ° r� � IN ME SURFACE OF iH�FARE OVER AN OFTEIDED E I-RELY ATSOCK RA4lFR ua�LnKzrs THEER FINISH MD REDUCE THO NE SENILE UFO. EREGORE. R 1 MR 1lEfNL� j - Ama 4o rmAM-mc xupmrz°Amz°az. �Trn��I�n� TELS BE I SPECTER OR 4dSNRE PECxEEUPT F MFORDER.G MOISTURE 5 PRESENT.DRY i0 FK::RATE M�:WwOUnC OF ME ROOF I'..z.ELs.PANEL BUNDLESCNI BE UFTFD ./. HE PMELS AT ONCE N10 STORE IN A DRY,_ PLACE. POSSBLE. D P G ON ME ROOF IF LOCATE"Ai RTdp FRAME 0 W BLOCKING I PUCE EO �srrsxm M15CEI.IANEOUS FASTENEfls ow n WHEN INNODNG RATING ME PANELS.L'.R. AREA TIUH SLIDE.MEN MART.B RRIG PROVEN'.ME PURLINS FROM R nG OVERp n HOT SLIDE BUNDLED PANELS ALONG ROOF r azw"r n m EIN:ES NAY SCMTCH THE COATED SURFACES WHEN SHEETS ME SUD EVER ONE ANOTHER.NEVER ETUMING. WHEN UFTINc BUNT OGLED SN�:ETB.MATE CERTNENRTHAi THE BUNGLE TMADEpUATELY OW PANELS iO E KNEO ON WHILE L•.E GROUND. PORTED. ANELS LESS 20'IM LENGTH RECOMMENDED UFTFD ORNUT: IIAI x0tl°o w.cTn z/is w�uQ w.TG Knx WAUA B. ROUGH AND IMPROPER HANBUIC OF PANELS IS INEXCUSABLE AID A PIFNE EXAMPIE OF POOR JOB IOWEVER WNEN I IFTING PANELS IN EXCESS Or 20'IT 5 EOM NO T A SPREADER AtiR - Gam° •Nrra exm�elm xv re.o SUPEIMSION. SUNG AS DO E' NG.NO MORE ETHAN 1/3 OF ME ENGM IIJI�I yy rzartx[ UUTON PANELS ME SLPPERY DILL OR WAX OUT HIS BEEN USED ON MC ROOF AND WALL OF THF R L imp m ymnp mM. Iu,x xo�'l�°n�/z mwe PMELS FOR ROTE e�M'AGAINST WENT ER 'KE LL YERY SLPPERY CKKNG REFER.0 ERERq E LSAT MEPOO E PANEL MARKINGSN D TALE IIIMMMIII To nzu rna�c°ma EY YORE.RO GPPIYemn ro wm sTwcnac SURFACE.IPF DRY UDOLEG FROM B IDlE3 STORED EW.FROST 1 DLO:.ACCORGN� MIS W u M.�M2t...nLL D SPEED ME ERECTTON 111111 Isrc w°[ol ;1/Ne?ST� r KW�I OR OTHER FORMS OF MOISTURE GPEART CREASE E SLIPPERINESS OF THEAPMIELS. PROCEE HE. r NOTE: ALL HEX HEAD SIZES SHALL REQUIRE A S/t 6"HEM SOCKET UNLESS NOTED. PANEL STORAGE NOTES RC95 PANEL STORAGE ON ROOF_ RC54 BASIC PARTS AND PIECES RC61 AA M LoncsPAN ROOF BA °o I.ol mn ox Frn NOT_ PRIYENW BIWNGPRACRs S SE M FEESTR XTEGLY FECBMMANYs JOB S SAFE WORKING LdlDmoxs AND ACCIDENT I•xIa rurs v E<, AME RICAN PRACTICES M ME TOP PRbPo G OM IM'JOB SITE. 1.ALL AREAS WHERE—1 IS TO BE APPLIED SHOULD BE WIPED CLEAN IT"A MILD I TIRE STATE ED WE .ETRAL SAfiIY AND NFKM SIIA'U GM SHWLO KwAYs BE FOLLOWED TO NEIP NSURE IF0000 SUUN AN PURPOSE U ROSE CLEA EMPBWERWEAATHEF iAPPU 3 'I"YELL MAKE CNN ALL EM—ES KNEW ME Y3EST ADD IgST PROOUCINE WAY OF ERECTING A .EMERGENCY TELEPHONE NUMBERS.LOUI10xS OF FARST ND STATIONS AID EMERGENCY 2.ME BLANKET INSULATION MANUGACNRER RECOMMENDS THAT DOUBLE SIDED TAPE PROCEDURES...BE KNOWN TO ALL EMPLOYEES BEUSE OOT E TO SECURE FOR TYSULATON TO ME EAV� AMEDTIUN BUILDINGS Co.—OEY ByRY.—H.HIGHBXMTINc SAFEtt P SDURES.THE USE OF IWN HUT;RUBBCR—SHINS LONGSPAN PAy[y.JQ[DRFIUTroN ugRK ADDITIONAL RESPONSIBLE (IOT BY ABC)TIXOM OR MAY BE REQUIRED. OF E ARE KOOMMENDED ERECTION ION PRACTIICESVOURPRElf � dING wtCRNI AND WEIY WETS WHERE WSSBtE DETAIL'A DETAIL"B" EXAMPLE LP zn n NLM 3, EXPO SED FASTENERS SHOUL PEIETMLE THE SEALANT FOR THE MOST AMERK.W B-IWINGS COINTENDS THAT THESE DRAWNGS BE INTERPRETED AID AOMINET ERE0 �I--TM'-O'N LENGTH WUINER TIGHT CONNECTION ROOF AID AREAS ERE APPLICABLE. W SOUND JUDGEMENT CONSISTENT ITH GOOD WEIY PRACTICES. Ll- ON. ACE(21 A 26 GUIDE AVAILABLE) T wN`GICLD GUIDING PANELS O u W NOT USE"E'S CE SAWS OR ENTER RE SAFETY PRECAUTION;OOR SAFETY B.MUST BE DI ANY OTHER APPIKI MAAEE SAFETY THESE METHODS LL OMERHE ME CUT EDGES. REWOiE4ENT;CUSTOMARY OR STATUTORY, U51&ADHCREO 0.TO INSURE WXIYUN WORKER THESE METHODS WILLiGWGE ME PAINTED AND UL ALUMEBFINISH AND VOID ANY SAEEIY' (THIS PING RIB-� //''DUTSIOE MRANTIE USE DOUBLE CUT SHEARS.NIBBLERS OR OTHER CUTTING DEVICES OT ER SJPP-SUSSLANCES ME STILLED ON ME ROW TWHELs.WPE THEM EFT (MI5 RIB OVERLAP-5 -� -_.___.� VmILH OO SIEI PRODUCE HOT METAL PAROLEES OR BURNED EDGES. IUNEOUTEtY i0 PRBENT SLPFNE OR FKUNG, PFCCCEDINc PANEL) J "'-- WN SHOULD AWMNN A DRu SAFE PoSTWx WITH USUG ANY TOOL HPEYCf10AEN TH THE DESIGN OF T PANEL REQUIRES THAT THE PROPER dPEMT10n OF ITS APPUUTION DES REIAIRON DD ME ROOF WHICHPR THE DESIGN MO P NEp R CORPORATES;BEARING LEG iFl OF LEAOI NEXT EDGE wxENSUSHC COOLS MA COONSN�OR PERFORMING ANY OTHER NNRIOx ON THE RWf EDGE THEINSTALI-AL ON LWOCS SUPPORT[AYE Pp( xEA INEFOTI HE OVERLAPPING BRIGHT. EHiE B. UNIXED ANY CIRCUMSTANCES STEP BE WALK EN ME SURFACEW ANY FIBERGLASS SKHAMT. `BEARING RIB B�AMINE RIB UNLESS FILLS CIRCUMSTANCES DICTATE OHERwRE,nSTKUOON 0 PARELST CAN NI PHROCEED FROM (BEARNG LEG GIVES ENTER LEFT TO Hi OR RICH!TO LEFT AS LONG AS THE OKRUPPING RIB IS IAPPED OVCR BYTME dJM1k I�nELECfSSSARY DER SKYLNNT,USE WALK OS DUI ME PRd+ERLY SUR`OR1F0 SUPPORT TD SIWUP) THE—ING PoB. ➢ELYL1 BETNI"e" PANEL MARKING AND SIDELAP DETAILS RC63 ERECTION NOTES R_C_9 1-1 SAFETY COMMITMENT GE70 510EU LoncsPM BB WNGGPAN I BA AA _ SCALE: JDAT.-71 LONGSPAN ROOF PANEL BASIC ERECTION DRAPING FBv.No. NUMDER LSR-1.0 MADE NOTE: 1 1/T NSIDE CLOSURE nN„LONCSP ROOF PANELS vE BEEN DESIGNED SO THAT BOTH SIDES Of A GABLED BUILDING INSULATION INSULATION IS t0 BE FOLDED E WSTI< LSP- BE SnEEsHO SIMULTANEOUSLY. IF THE ROOD Or inE BUILDInC IS„uMETpOi ABOUT THE x^^^ss'ia`<-�r a^ (BY OTHERS) �ANTME aN-00 NOT U/OEi UiM ttOSVRE) �gfS LATION ROOF GAS RIDGE. THE EETING CNN BEGIN AT EITH R ENp cNL —R,O IF T tE B T "xO°pO°r°S TO BE rENER NGSPNI PANEL MMS RICK ABOUT THE IDC[ R IF THE B 5 OSIN LE Sl PEO M THE GVE TO Ew , EXPOSED STOGDNE WEATHER. ) (0 EE FASTENER Dui THE EETNL M r BEGIN AT THE ENDWALLIINDICATEO u BUILDING ERECTION DR.AwInGs.� / (CONTINNNOuS GVE TRIM /2XI Gib BA)Y SIDEWALL 1/2 1.OG CLOSURE)G E MASTIC GVE PANELS INSIDE CLOSURE KL F TENER ryry BOTTOM Of CLOSUREI�POE CLOSURE DIRECTION INTERMEDIATE PANELS ( t/A SOHCW /2� TAPE MAS1uS -0'O.C. IT— SHEETING C 057MC) UNOERNGTH WALL GEC 1 A LOS22 PANELS C FASTENER FEC-A- M COF RIDCf RIDGE /t AO aTOH G E TRIM ENDWKL /INEN ]X f1/NESOHCW RIDGE PANELS LFASTMUD WALL PANEL I. O.C. /40"O.C. GVE ST.T INTERMEDATE PANELS - OUiSNDE CLOSURE EAVE STRUT 3(0 0E— 5/16" GVE PANELS / PRIOR TO THE INSTALLATION OF THE FIRST RIDGE F NANEL.THE SID—AND ENDW o.—NO WALL WPAVEL SHOULD HAVE BEEN COMPLETED AND HE INSULATION STARTED.START A UIE 1/2 % /b"T E MASH DOWN E VES ANDn&ONG TOP OF CLOSURE SHOWN ABE- —"'.". ENOEWALL S SOW OTHERS EL PME THE PAPER BACKI G THE APE—NG E TOP F THE CLOSURE UNTIL THE ROOF � wsTNLmGTH GVE STRUT P EL IS GOY TO BE SECURED. I1LTrWix mE!Z Nm Tx[uK TMM. NOTE RENEW GN:FBI OETalS DIRECTION OF ROOF PANEL ERECTION RC64 r ELOXE—FGSHING OR FIANCE MASTIC AND INSULATION APPLICATION AT EAVE EA28 SECTION AT EAVE EA04 LONGSPAN ROOFS BA THESE TWO TWO R IS TO BE USEDLOOADON DurSIOE CLOSURE LONGSPAN ROOFS BA LONGSBAN ROOF/OPEN SIDEWKL BF OF SPAN PANEL ROOD FASTENER(1YP.) E 112XIfl/. (M.) NDTE'RENEW GVE TRIM DETAILS TAPE REST (( S STILL LOtNGSRAN PANEL F FIANCE BACK CUTTER IS S E \\ 1/2 Tµ. SIOFCLMS)utlW M ?�. LSOCADnA OF THEIlIMAST[HA THE N ROOF F ENER oN lzxl i/K Raor FASTENER INSU-- E SUUDON O /12Xt I/N BFARRNG (BY CTHERS) A� UDY OTHERS) \ PANEL MAJOR RD vrm val:unax BEARING B ��-OKRIA➢MNG r � ( ) PANcsrxx ONGSPNN PANEL EL w STC—NSTON PUPLIN CABEE µGI[ G�� CA INSIDE CLOSURE E.G—RAFTER GVE IRIu GVE STRUT lSP-I 'EN TAPE MASK(COxnNOUS TOP THE FIRST RON OF PANEL THE FIRST GVE PANEL WITH SHE CENTER LINE Of ITHEALLOVEAIA➢NNG RIB MN WRH THE END ED.BEGIN WITH THE EAVE PANEL. OF L M/2 iw CLOSURE)RNGTH NSIDE .RUN THE PUPPET LN Ep5 NnLEO OIfFEI�EN�Y O HF BU IIHNG ERECnOx DRA ING50.E%TENO ME OWER 1/2 TM END 1HE •v (( MNI NO OFE'THE OUI FR N: LTM ROOF FASTENER(M.) GK ON TRIM L HELP KEEL'MBE UNEFSiN GHi).LIFT iHEALOWER E E E ENOUGH TO PEMOYE E /Iz•t V. GYE SHUT LOSUR[ LOCATION THE GVE S CRITICAL.TO INSURE A PAPER RECALL�G M A1YP0%IUATELY]FED He v E MAsnc KOxc THELr P OF THE INSIDE OUL9DC C GwT1OCf1 . E SIOEUP EMEND CLO SURE ATGVE.?USN DO-WARD ON i AS L AT THE T MASTIC N 0 RE THE NOTE, RE �nG R E OF THE TO nIE uMUST SPLICE CABLE ARGUE MASTIC, LOSUHE AND PANEL ADHERE 0 EACH OTHER AND EN _PANEL WI1H ROnF ITTEO FOR CIAFItt.S IIuiO GT1NY[E`h ULUSTIC E MASTIC RIB 5T SPUCE CA I FASTFNENS.AS SHOWN. F f IL aosuRE LSP-I GVE FIRST P.''.NEL INSTALLATION RC11 FASTENER INSTALLATION AT FAVE STRUT EA26 EAVE MASTIC DETAIL AT PANEL SIDELAP EA29 Oi S�C—IOwN FOR STR� IONLSPAN FGOES BA LONGSPAN ROOF BA IONGSPAn ROOFS BA NOTE OOr FASTENER _ TOiO. SUTATIOI BACK.IT MFOLD NSUAHN BACK.D SniCH ER /12X1 / ROOF PANEL �IREL-� MUSTINOTBE E%POSED TO FASTENER— LONGSPNN PANEL STWNOi E EXPOSED TO ' ' • -O'.111 .CROOF FASTENER LONGSPAN PANEL THE WEATHII /12%I t/N THE EATHER.12X1 1/A TAPENOE��W SDCIt/ T rMA A[o wm rAmlNw ETNL'a BOSURE) INSICE CLOSURE NSIAATON SUVE TR ASTK I�piOj CLOSURE ssa INSUTADONEED AF /2 LM LSP-I (BY OTHERS) EC-II.1/N, /2 - (BY OMERS) GYE 1RIu SPEC-4�i tOD 22 C FASTENER LAYOUT AT EAVE.ENDLAPS,DIE ROOD FASTENER •LOCATE 0'-fi'O.C.FOR MRsi FORMED RIDGE AND INTERMEDIATE PURIINS FEC-I�I/K, /2 � /IN6 atOH '��pr[/�(\\\�/2 LMLM� FEC-A��L00122 ,A PER SHr-J) - �}�-- S'-0"fROM GYE FOP ICE An0 f GASTENEP/TN STITCH /B Rncr sxow ca+Omons. ALL FASTENER (1'-6"O.C.O PANEL SIODUPS U.N.) /120X I /N SONCW KL FASTENER I t OC. /tN SOOHOw STITCH yQyLg I/2 i LONGSPAN PANEL _A .. ( SIOEGPS) RO 0„rA51ENER POOF FASTENER KL FASTENER GK S7R� I SRCPAN`L GP FLASHING /1NFSTASTEnIF ROOD PANEL /12X1 I/N /12 1 1/N /1 osOHCW bTRCH lZ GI SAFER i FOF200GN FSIDE OiR MNOft MB) SEE OEINt"AL PUBVIN.GVE C. /1:% DYC w/uUTBLx -b O.C. OUTSIDE CLOSURE - O.C. I SI2XI I/A MANOR RI T,RC. D WALL PANEL WKL PANEL GVE STRUT (� ___________ ____________________________________ ______ NOT ZZ-E.xowR[o)rs—L. ND Ilrnrd M=WO mE 2WL Twu."".MRAM01 IS NSTNITO ) eLm.N mL wmX.wO H u�[1Nu. DETNL"A' SECTION AT EAVE WITH SHEETED SIDEWALL rTA—o4—1 SECTION AT EAVE WITH SHEETED SIDEWALL EA04 FASTENER LAYOUTF RCOS UL 90 REQUIREMENTS IRCgOe1 LI LONG—RODr/ARCHOECTUNK DR LONCSPAN WALLS BB LONGSPAN ROOF/SHADOW PANEL WALLS BD LONCSPAN ROOF BA LONGSPAN ROOF u SCALE: DATE - DwWx Bx: LONGSPAN ROOF PANEL 66ASIC NO. REVI ERECTION LSR-2.0 sION DATE SIDS CN'0. D I fl00%1 F'.EVER OBP.Foµ. R ROOF FASTENER FASTE TiM SUPSjPNEOE ATPnoCH RE W) c ALL AREAS ON ALUMINUM CANTED PANELS THAT REQUIRE MASTIC SHOULD BE WIPED CLEAN LONCSPAN PANEL UPPER PANEL WRN A MILD All PURPOSE DETERGENT CLEANER BEFORE MASTIC µPLIGRON. PAREL RUNS CXCEOINC 15 FEET11LENGTH MUST BE IMAGE WITH TWO R MORE PANELS. LONGSPAN PANEL TAPE MASS� ;04%I FASrEnER M 5 RON F ONG THE NCTH OF THE F WHERE THE EL 1/2 iM �j I/A ENDLAPS OCCUR AND ALSO ALONG THE LEN TM OF THE PANELS IN RE ALL SIDEIAPS OCCUR TK(CGM.) AµN SHOWN IN L E DETAIL AT EFT.SECURE E ENDUPS WITH/12 1 1/4 ROOF FASTENERS 1/2 TM D THE PANEL SGEIARS WITH/tA ROOF FASTENERS. I 1 IUPS) I A R0 0%1 FAS I%2DT(COIT.) /ENER PANEL AR AiOKSOEPESL PURLIN /2 TM LONGSPAN PANEL rA�¢F unA OaLY rr PURLIN PANEL F I% T(cart.7 LOncsPAN P ROOF PANEL ENDLAP PANEL LAP DETAIL RC07 MASTIC DETAIL AT PANEL ENDLAPS AND SIDELAPS RC08 L.—PANBA PVTSE TONATLL EOEUP5) LONGSPAN ROOF I BA LOWSPµ ROOF BA 2..d %12%I f1/1 ENER d DIE FORMED RIDGE 1 I" OFF 4RIGGE j ROOF FASTENER ONGSPµ PANEL /3%1 1/4 SORT � I I DIE FORMED RIDGE yop ➢IC F (CONDNVOVS Ai fi0 OF jF2 LO°RE) ; #14 RC..m ROOF ER 1 \ DIE FORMED RIW11.1 AID OGIK PANELS µE TO BE INSTALLED AS EACH SIDE OF THE ROOF 5 SHEETED. i DELAP µD ACROSS i TRU HIS OF PANELS ONEPING EACH SDE OF THE I SIDES OF APPGOL µM�EC TO THE PAx LS MS INSTALLED AS SHOWN PANEL WIDTH TO BE SET DIE FORMED RIDGE PANEL IN PLACE µ PURLN FASTENERS. '/2MIAPPED) NGSPµ MAST" APPLY MASTIC ALONG THE TOP OF THE LEADING RIB TO I PREPARE FOR THET. NEXT SDELµ. PANEL ODE CLOSURE TAP F 1 l TAPE TMASRC UVE FLASHING RIDGE PURLN PANEL PAN EACXUPT NG ME PANELS IS RWTIHELY DONE TO MATCH PANEL[OVOVBACIEt Who BUILDING LENGTH.MIS 5N GONE WITH THE LOST ROOF PµEL HETALEO.THE PANEL Y OR T AS REWIRED - O000PLE2 PµEl CN2RAGE.INCH BICRVpWHG PARRS,IAOST¢uMST RE APPLIED BETWEEN THE � RIDGE PURLIN TW PARRS AT iHF CLUE AND AT--OIDLMS A5 SnOwn PANEL BACKLAPPNG AwB i%2NTCII SERAWBN ILmnc ERfcrlaN RC75 RIDGE DETAIL RCJI GS FOR DI.E.— DIE FORMED RIDGE INSTALLATION RC}O LONGSPµ ROOFS BA LONGSPAN HOOF W/DIE FORMED RIDGE BA LONGSPAN ROOF W/DIE FORMED RIDGE BA PIECE"B" TAPE MASTIC E RIDGE \\ROLE .TIENER I I ]/A TN O0 PER _ IWE PUSHING I UPPER RIDGE FLASHING MANE FAHING t LAP %STITCH POOP FASTENER O R E- EACH NNOR RIB) OWER RIDGE FUSHMG 1 1 F FASTENER - I ���_D a.c. RAG UP—INc IIIII 1/I�I' �900FSASCTNENER /tA SrRCN FEB-LENGTH FI PIECE A RICH I PIGMAILA HSE°FusHING I ourslo nOSURE t �oo D"Co".MAEF Nc j ��1YE IMMASLIG(GGNT, $°-0 E;2GTIOASURE) t . GWLNLONGSPµ PANEL (2)I LST;;rAMIASRC ,.'* ' , 5 /IA ROOF FASTENER LEL CLOSURE ROO7_� ERI I ( Iri1F'E AR (GONE /,2 rSTAN-rIN. _SCAR._ - µON`1MI.PANrIEI COHT WRATgN) OUTSIDE CLOSURE D LONGSPA (T9�BOTH DES) 1/2 1 RIDGE PURLIN TAPE 1A LSP(i0P tr BE GRA.UED "" BOOTH 5)MASTIC. i B/LFO�OF CLOSURE) PIECE A'. PRE-DRLL THERREOUIRED NUMBER OF Eu 0 ES THROUGH PIECE PI OWN 2 RIDGE FLASHING BUT NOT BACKUP FLASHING, SLIDE PIECE"BE BACK µD APPLHI TAPE E MASTIC - LONGSPµ ROOF PAREL µGD BACKUP Kw HIND ON PIECEW AS SHAWn. IIAP PIECE "B'OVEOR PIECE"A"BEING LONGSPAR PANEL ENL TO HOLES. IN L F TENS AS SHOWN. TINE PROCESS ALONG RIDGE. j OGE FLASHING OR HIGH SIDE EAVE ATTACHMENT RC}5 RIDGE DETAIL RC}2 RIDGE FLASHING ATTACHMENT(ALTERNATE MANUFACTURERS OPTION) RC37 EXPANSION JOINT AT RIDGE FLASHING RC33 LONGSPAN ROOF BA LO—PAN ROOF W/RIDGE FLASHING Bq LONGSPAN ROOF BA SCALE: DATE LONGSPAN ROOF PANEL IL _ BASIC ERECTION NO DRAWING NUMBER 15R-3.0 sTON StON 1-6'D..cltnER TAPE MASTIC(cormnuous) ASTENER APE MASRC cwLx T E uASi1LSTRUCTURAL 1/I TM ��-fi D.C.. ROOF FASTENERS _FORMED RI t/2 TN c/S-e RFAOS I/2 T STRCTRA SOHHENER(2 PER PUEIN) ROOF IASLENER U! (2 REOUIREO) RIDGE i RNtE FLASHING RARE FIASNING xGSPAN PANEL 6�O.G ROOF'PANEL(I FIEUDRED C.) /I!SDTCH TC RXI-I UN RAKE FLASHING TAPE MaSTIL(LOniinu0u5) BANE FUSHInG (R(OOF F'LSiENER I/2 TN RNI-IS.J \ /1lRESTR PER. R.M2 CEP) UN CBEADS) GABLE ANGLE /IF122XI F1/4 __________________ (R C'S Cis STRUCTURAL PUTT INASTCREA UPANEL E wlbpE noecws AND RA E CAP /12x1 1/4 50HH SHOWN 6 RED D.) WALL FASTENER WALL FASIFNER BUNG RIVETS WALL FASTENER _________________ i12%1 1/♦SO— WALL FASTENER /I♦SOHCw STREN /1!STTCH 1-0 O.C. /12%I I/♦SOHCw 1-0 O.C. 1/ RrvETEO) t-0 O.C. ♦LOGi_E O'-6'O.C.FOR FIRST - --- ---- \ OUTSIDE CLOSURE -OA,COON EAVE FOR ICE AND NOmoxs. O c.Fw FIRST - _ r 50'FROM EA`E FOR ICE AND ERUR OUTSIDE CLOSURE 1 WAIL PANEL SNOW COOITIONS. OU: i/9 EQ'D.EA SIDE) L EnER BUND ROOF AND wuL PANELS OMITTED _ W` WAIL PANEL FOR URITT. \ AI XE00.-M. •>/B SDHCW STITCH RAKE DETAIL AT STARTING ENDWALL RA01 ALTERNATE RAKE DETAIL AT ENDING ENDWALL I RA02 RAKE FLASHING LAP RA11 RAKE CAP INSTALLATION RAl6 LONOSPAN ROOF/ARCHRECTUNAL OR LONGSPAN PANEL WALLS BB LONGSPAN ROOT/ARCHITECTURAL OR LONGSPAN PANEL WALLS BB ..I——NOOF BA LGNGSPAN ROOF w/DIE FORMED RIDGE BA FLANGE RAKE FUSNNC CURER CUP ROOF ASTEnE CUP) R OF FASTENER I PER GUTTER STRAP RIDGE NDCAPNG B ACKGUTTER ErvOCAP GC_B ��t♦x ST CUTTER jj♦ SIAHDINNGSEAN tr L -sU4 RIDGE ENDCAP ROOF FASTENER AND WALL PANELS BI-ANCE] 3'-O"O.C. StR a 1 EPEA LONCSPAN C. STRAP i /11 x t 1/!A LONGSPAN �(6`E�T ) OMITTED FOR CIARItt. ORNER LAP BOX �— (DER CLIP) 66 CO-t OR 1 LNG SEAM CC. J'D"O.C. _ —r— __ LACE UN UP _ ___..6/L%THIC 1 SI-E FLASHING F FASTENER _//O pOiU)MI5 BIRCHOLONCSPAN (PLANAE 7E UNDER CLIP) +G J Gil- .2 --• }i TAPE MASTC _ GUTTER CLIP6"LENGMGUTTERSEiiU05 / - CURTER SEAL CIS G "5B 1♦'r eEA ' BUU3'-O'O.C. ' IE-----J CURER CLIP GUTTER Il_______- GUTTERR S< t 2 C.WLN 1 Loc L13 R 'D.PER I I GUTTER GC-B R ENOUP) AlE1 G CORNER GTI-15.2 i� /8 Rrvif //1 (10 REO'D.PER r(SEE(NOTES) PAI(E CAP BUILDINGG Co -/ I IC/BB NNET 1 1.USE THIS HOLE TO ATTACH CUTTER EUP TO - 1.USE THIS HOE TO ATTACH CUTTER CLIP i0 (SEEN TE) ROTS REENLIRING STANDING SEAN AND LOG-SEAM ROOFS EOUIRING STANDING SEAM AND LOG-SEAM BLIND RIVET NOTES: PANELS Y. PANELIS ONLY (6 PEE.'D.EA SIDE) I.S—AND STOP GUTTER AMID RAKE R.USE S HOLE TO NTTAQH GLITTER CLIP TO 2.USE IS LE TO ATTACH CURER CLIP TO NET T IIOINC CORNERS AND ALIGN WITH OUTSIDE ROOFS(ONLY REQUIRING LONGSPAN PANELS. N/! 3/uN TAP ROOFS ONLY REQUIRING LONGSPAN PANELS. N/♦"%3/1 N"THE MASTIC EDGE OF WALL .CC-CORNERS. $%EO DER TTER CLIP INSTALLED UNDER CUTTER CLIP BO%.CCB-IR,CAN LO USED ON J/♦M ]/♦i YYII 2 C RNCR2I AND t. ROOF SLOPES. •2'-O-OC FOR ICE tr SNOW CONgRON +BILE-YIEb' 2'-0"O.G.FOR ICE a SHOW CONDITION SIDE_bEB (.�RE00 PER RAKE CAP) ]3 /2TH.000H 1 1/2 TO CAN ROOF SLO ES. 1'♦x)/B SCIA STITCH E5 ON RAKE CAP INSTALLATION RA17 CORNER CAP BOX INSTALLATION RA21 STANDARD GUTTER DETAIL W/GUTTER CLIP ROOF ATTACHMENT HOLES EA01 FLANGE BACK GUTTER DETAIL W/GUTTER CLIP ROOF ATTACHMENT HOLES EA02 LONGSPAN ROOF w/w6cE FLASHNO BA PA GE-B CLIPS ONLY. GC-B CLIPS aNLr. AA /1♦ROOF FASTENER ROOF FASTENER LONGSPAN PANEL 510 C OSURE TAPE MASTIC ((SEE FASTENER IAYOU� SSTTAN SEAM. EXISTINGA ROOT ROOF FASTENER (--- —--------------- OELNL FA2fi/BA) ONGSPAN) /t♦Xt.STANONG SUM ' ._ TAPE IUSTIC tr LOC-SEAM _.+.._______.— OP tr BOTTOM /1♦STILCM=LONGSPAN F"-_�-zrrrra1 ryry �� lINSIDE i. .••••.... _ O/2CLOSURE) \/�/ IH PDE CLOSURE �,'AS—ER X UME TRIM \\"ee i STRC EEC-t 1/♦, /2 -0'O.C� OELU%E UYE ; FEC-♦_♦TOR'I22 t/2' APE W SIIC BASHING I/2 TM SPEC FWN i0 ED- WALL FASTENER G /12 x I I/♦SDH� -- _I I'_0"0 C. .________ R CAME STRUT BUNG.RNET R, 15/16' LONLSPAfr PANEL WALL FASIENER 1Y 2/0-O.C. 114 O C7 STTCH OUTSIDE CLOSURE O.C. SP-0 U UYE STRUT FU LIE 1NGTH ~ELU%E EAVE FLASHING INSTALLATION EA03 SECTION AT EAVE xOR err«Tw mr.wmc AxD mE rA.x m�.. wnAMm EA04 ROOF TO WALL TRANSITION AT OF E%I STING EAVE EA06 AA LONGSPAN RO /OPEN SID— BF LONGSPAN ROOF/ARCHITECRIRAL OR LONGSPAN wets BA SCALE: DATELLM4--- I � e MAmtM �i LONGSPAN ROOF PANEL °OrAw _ BASIC ERECTION es cN APr'D D DRAWING nev.no. REVISION AOE AOE GATE 910N CX'0. ATE [DER I_SR-4.0 _y v FASTENER OOF FAST THE= REL"lDEZ WITH J/7 SEAL WALL PANENsiI.IGE O w1.�/.TAPE WALL PANEL /I�STRCH /LAD CN uASiIC AT LOSUBE AND CONTINUE UP T L F/ST.NE� MASTCO DURING MAST SOC EN SIOEW J6'. IT SURE DGONTINUE]u SIOEL 6. A ENEP 0 O.. TAPE MASTIC((C Ws E MASTIC(C OUS /!L Ij / NCw t1 3'I SDVC W/NUTBIx OF AND GOrt0UNOF CLOSURE i0P FIR DOROMNOF CLOSURE �0"O.C. SIDE CLOSURE wRH TAR SiIC OUTSIIDDE CLOSURE t/3 T. ) OUTTSIIDDE CLOSURE I/3 ) SIDE CLOSURE W / E pPPL EO 0 ALL SIDES OF CLOSURE. O.C. LSP_ wSTIC CLOSURE WITH BOTHR SIDES. TAP SIDE FVSHING O WALL FLASHIxG CAP FLASHING LCNGSPAN PANEL HSEH - LONCSPAN PANEL -T GABLE ANGLE ROpF i0 wALLCFIASHInG - -- GABLE ANCLE HIGHSIDE FLASHING RF FASTENER -- _ -- -- GA- HSE /tA STRCH GIRT ROOF FASTENER F -o'0C. / SOR - CAP PUSHING - INSIDE CLOSURE -o"O.C. APPER E FASTER AR GIRT SHCF-A ENER WALL FASTENCR �SONCN S1RU1 W]O IFo JT SO— 3 PER PANEL AL - CtURAL FASTENER 1]%I /a SOHH TURAL fISTEVER - EACH SIDE Oi RIB -- I. /il Zal Tj/A SOHH /TA H -0"O.C. - :. LONGSPAN LONGSPAN FASTENEER �SOHCxN PANEL FASTENER PANEL /11 SOHCw STH" /12M1 /1 SDHCW F STENER -0"O.C. ��40"O.C. ]t/3" -o"O.. ]I/]" �IA YI O CVC w/NUFOR. 00%FASTENER OCF FAASTENER TOE CLOSURE WALL PANEL OUTSIDE CLOSURE P,wF1 OUTSIDE CLOSURE I12 I"T WALL PANEL /,3X1 1/A O WALL TARE CON MASUG LSP�-0 APN(CONTINUOUS PStr-0 hl FA TE_NEP 11N000S TOP PURUN (CO ON OF CLOSURE WALL PANEL 0i3%I W/NUTBLx PURLIN BOTTOM OF CLOSURE) ) HIGHSIDE EAVE STRUL 1'-�O C HIGHSIDE EAVE STRUT /3 / aOOF ROOF FASTENER ,:xl FAS I/. C. /trot ti. -o o.o. - a<. HIGHSIDE EAVE FLASHING ATTACHMENT EA05 HIGHSIDF EAVE FLASHING ATTACHMENT EA05 ROOF TO WALL TRANSITION AT HIGH SIDE EA11 ROOF TO WALL TRANSITION AT HIGH SIDE EAl1 LONGSPAN ROOF/ARCHITECTURAL OR LONGSPAR W S BB LONGSPAR ROOF/SHAOCw PANEL WALLS BD LONGSPAN ROOF/ARCHITECTURAL OR LONCSPAN w S BB LOnCSPAN ROOF/SHAWW PANEL wN,LS BD SEAL WALL PANEL DEWS WRHMJ(/" E AT CLOSURENAID CTON Ii HTUEN UP SIOEUPP 35' IF FUMICE`n�GUTET R ISO BE ALL PANEL SEAL WALL RAN EN SOEWS w.H /A'TARE USED OOAS TES TMOPfroN TIGHANGE SIDE CLOSURE w V MASTIC W C OURNG nIDEUMPH.0 ST MASTIC WALL PANEL A?V, LOCA ON S THE ARP ED TO BOTH SIDE5 OF CLOSURE —HER AT CLOS:IRE An0 CONTINUE P ADEW J6 L FASTENER OO NOT FASTEN THROUGH WAIL FASTENER %1105 oHCW STITCH OF TO MALL FLASHING INARpICE CLOSURE WITH J TAPE MASTIC DO NOT FASTEN THRONG 0"I OTC.SDHCW APPLIED i0 ALL SIDES 6 CLOSURE ROOF i�yC w/F LNCH OR ROOF TO WALL PUSHING ROOF TO WKL MSNINC Ate' ROD FSF-3 LONGSPAN PANEL TT CABLE ARGUE LONGSPAN PANEL GABLE ARGUE X EI J I)3 ASTENER ]I - LONGSPAR PRAN./�3xl FtAST ROOF F /A /Ilxt t/A -0'O.C. '-0"C C. MASTIC(COOFIN.TO ••UV£1RIu WS MES).INgOE _______________ R14 FASTENER(TVP) Y '//�R ________________ ________________________________ /IA STRCH ROOF FASTENER TTR.) PURON p�F FA-EEA'EF STPUCTURLL FASTENER PURON R�F FAS.TE ER STRUCNRAL FASTENEP /12%1 1/A LAVE FLASHING TARE MASTIC (TO PURLINS) /]%RI 1/4SOHH ( NOT ATS II PER RUN UASHE LA TRIM H _ IT A STRCn (M MASTIC 1.IA�RfnS) /t3Xl 1/A SOHH EL.. R20!I'-1 P.3 SIMILAR �FevE sim (CONTINUOUS) �)E"O^_. i�A'IM wig) U'-8"DS.Cr NOTE:D fOR CLOSURE WALL TO ROOF TRANSITION AT GABLE RA30 WALL TO ROOF TRANSITION AT GABLE RA30 FASTENER DINSTALLATION AT EAVE STRUT W/ICE & SNOW EA26C LONGSPAN ROOF/ARCHRECNRAL OR LONGSPAR WAlls BB _CAGSPAM ROOF/SNAOOW PANEL WALLS Bp LONGSPAN ROOF BA SCALE: DATE LONGSPAN �59/ AueAxA ROOF PANEL X°FAQ _ BASIC ERECTION DRAINING LSR-5.0 VISION REVISION DATE —IND. AOe DATE NUMDER r 1. 1 OF faSS" t 0 IC EL TI TI�(SEE ENDW NLSPAN AS�EnER UVA Ui INSIDE A) ROOF I ASiSFWN f vOUT 5 ROOF faSiCNC`ST,2%t tU SNttIGHT INSIDE (SEE%ulp/A ASTEnEP U uJl/Ba) (SEE EnDVP A FnER Wi SK],/Ba) TIRE wST[ Cll URE I DNGSPAN ROOF PAN 1/ TM A"G ..�;:v 1/]TM� NGSPAM RDF PANEL LOnGSPAN SKYLIGHT ONLSPAH FWf PANR LONGSPAN SKTIIGM 1 ' lOnGSPAN FOOT PM'EL I NTUUTIOn .:_�{1'l; - _ INSIDE CLOSURE RM LSPIPI \`M LDNGSPAM S IGNT S A-] CUT x FOD canon BUNNET INSU—N (SEE NOTE OflNL"B" SKOt/BA)2 _ CUL h FOLD (SK26/flA) DflNL T" PUPUN NRLIR Bull ON (SKIb/BA) (SEE NOTE 2 TRIM-GTE BIANKET INSUUTION PURLIN PURLIN DFTNL SKRI/BA) STA PuFUN DO L"/: TRIM PURLIN ANGLE LSTA-1 ATTACH FROMDETAIL'8' DETAIL'A' BOND RNETS(�, L) SEE NOTE J DETN'_SK9,/BA), DETAIL�C" SKYLIGHT SIDE VIEW SK01 SKYLIGHT ENDLAP AT DOWNSLOPE END SK11 SKYLIGHT ATTACHMENT AT INTERMEDIATE PURLIN SK26 SKYLIGHT ENDLAP AT UPSLOPE END SK 16 ONGSPAN ROOF BA LDNCSPAN ROOF BA LONGSPAA ROOF BA LDICS ROOF BA ROOF FASTENER(TYP.) LONGSPNN SKYLIGHT ROOF FASTENER DETAIL'D' /12 I I/A I Ab SniCH � ON N i00FSia5TENER (SEE SN2t/BA) OF HIS DS NS i D LONGSPAn B b D.C. 3'-0'(CPii1CAL) (SEE K IA/BA) P ROOF PANEL '� I (RIB LONGSPAA SKYLIGHT TAPE TM A LONGSPAN NYUGHi nSUUT TRIM2 2 LSKYLIGZ ON INSUUII IN—(OPn— ROOF PANEL TAPE_.0 REQUIRED IALwAY50N E RIB MID-SPAN FASTENER EAYOUT SKYLIGHT IIRSUTATIOK ,/2 iM PURLIN PURux PURLIn M(OPnONN.) to-2 BLIND PNEi LS PJ ROOF FASTENER(TYP.) LONGSPAN SNYUCHT ill%I I, TRIME LTRIM ANGLE OflNL'0" SEE 5� LSTA-1 LSTA-I (SEE SK21/BA) MAIDR RID ( K21A/BA) NSU1TIO1 TRIM Ls 1-2 WIREO IUWAYS AT EE NL'E (SEE SK21A/P.A) ____ ________________________ PANELS AND INSUnTv.UTION • FNDLAP FASTENER LAYOUT OMITTED FOR Cw DETAIL N __ 'D' DETAIL"E" • SKYLIGHT FASTENER LAYOUTS SKYLIGHT TO PANEL CONNECTION AT SIDELAP SK21 PANEL TO SKYLIGHT CONNECTION AT SIDELAP SK21A SKYLIGHT INSULATION TRIM AND ANGLE LAYOUT SK51 Bn6SPAN ROOF SK31BA LDnpSPAN RDOF BA LONGSPAN ROOF BA LONGSPAN ROOF BA nDTr=. HOT STAND OR WICK ON DBERLIASS SKYUGHT.USE PROPERLY LOCATEDESFOP FOOT`R ' 2. COVER EXPOSED EWES OF INSUUTON.11 VIxYL PATCHING TAPE. ]. TRIM ANGLC LSTA-t NOT REGUIRED On EIB OINGS WITHOUT INSUUTON. K. SNYUGNT INSUU.nOn TRIM LSTA-2 MAY REQUIRE FIELD TRIMMING. 5. W NOT L SKn TS END 10 END OR SIDE BY SIDE. 6. D NOT INSTALL N CExT TO THE LIVE.RAKE OR RIDE. 2 END NL MAHEL C IS PSEGKIUGHIRE, UM A MINIM OF M'0(2)PURLIN SP NGS BETWEEN S PLIGHT NOTES SK91 LBxcsPAN ROOF BA SCALE: DATE LONGSPAN ROOF PANEL i caeca au SKYLIGHT INSTALLATION DETAILS DRAWING LSR-8.0 R p o. REVISION ADE No. 51oN ATE NUMBER r £ANAL SPACER EAVE lR SPACER LAVE TTDw LAVE C OSURE FIASHIN OSURE NSHIHG -- ' .Sc. LAVE TRIM LAVE TR EC- ` !7 SPEC- / : H SET- LSET- ! 5/e FNEf / -5/6 aNET / — OML FAS'EUF4 U o F iENER RUCNRAL FASTENER RU O.C. -0 CC /t30%1 ICA$OHY f—,ICA SO�HH /13%, CTURAL FASTENER 1/A SOHH I ,I/R SOHH i .. - .. -0"O.C. I-O O.C. I I/2'� 11/2'-- STANDARD CAVE _ONOITION STANDARD EAVE k_V1�:._: THERMAL SPACER'SAVE CONDITION THERMAL SPACER EAVE CONDITION $TANOARD EAVE CONDITIOY STANDARD EAVE CONDITION WITH LON QANGS OR AfMHREC BARS WILL PANELS c SNApOw F�A -, ..., LONGSPAN OR AN HI RURAL WALL PANELS WITH SHADOµPANELS NGSPAN OR ARCNVECNRAL WALL PANELS WA-_HM PANELS PAN FOOF An u) (UONT SPAN FOO .., (STANDINGTANUNG It (STANDING SEAM REST DINE SEAM 360 xi1N`(STANDING SEAM II iCTURAL SEAM 3 (SIANOIrvG SCAN I.STANDING SErw]60 OR LOC-STEM FOOF ..I) OR OR LOC-5 ROOF PANELS) OR LOC-SEAM ROOF PANELS)60 OR LOC-SEAM ROOF PANELS) C- RooF CAME ELO\SURE M'L!O INSTRUCTIONS III \1 I.PRIOR i0 F:F..-I`I!F F•GOF OR WAIF,THE L"TAUC:URAL FRAMING Musr aE scu.RE IN.P:�:r_. vi I •- %�+`S 'WXSTTCH BLOC% U J 1FUT TO PREVENT THE tl/ WALL FASTEN£- - 0'0: M SUa: RG HE USED DETwEEN INSULATION E ENOwALL C1„ S I f,: u SL DU.D EMAIN /1—1/A s C, l LET nG L WALL PANEL—� uuI>lUl PAnLL LJSUH_ \ I PIxE THE UV' TSF.'- — .-U ON THE F of] STRUT,LEANOUA 3`OPIn:tLG iiEi:M1'EN IiY SIDE FACER ME WORKS Srt+Uf AO THL in E v't::F GYE I' %< E•{ LL ACWC WELL LODAI EbiA:N^SHIS SPACE). !HE IC'HI iivRK�SAwNENING _ PA:ELS.0 Ary OPENING OF 3 1/6'PAM OR UST 1BE MAIIiAINEO FCR SIMDOW PANELS. SECURE 111E LAVE TRIM(UlC-arvD SPEC-)WITH t/B"e R00 SNASTC LANE ThESR:TS AREHONI�IMIN.O.BE LOCATED 0 I O pE THE i ,J THE E 6_IO UHRI TME ROOF IS 1NST�`EL1D AND:LE.NOT BE I aI NNE INSVLATION THE ED. W NOT USE ASTENURS IN OF FACTS UNLESS f F E FASTEHES ARE REMOVED AS^LE ROOTING PRO,SRESSES. MAL SMER W-iRIN AND LOC-seAM FAVE TR!NI sEcuREH THE FLASHING J� FAST NURt LOCATED -0-OC, l SE ARE lERMANENT F—INERS fAA AND S BE NSTAL'.EO. E—ANY SPACERS USED FROM BEHIND F THE FAVE TRIM. 1 AND/ON THE ROOF PANELS ACCREMEM TO FIE PANEL DATE MANIUAL A DIMNSIONRSCTIGH S—YYWFROM THE REMEMBER a ThE PANEL—HANG : 5 SHOULD BE MLA_UREC AS REOU!RED BY THE E'.ECDCN DRAWINGS. { 5.WA, PANELS AND INSULATION,MY NOW B ALLEO. SECURE ,CJ THE N,SIUIc iIONTOO THE FACE OF THE UVC STRUT 9ASE ANGLE i� FACTURERB RECOMNErvDAr OnS.N�IOE E w L PANEL BETWEEX THE LAVE STRUT AND SAVE R UMb THE PANEL AND SECURE WiTN THE WALL FASTENERS. FASTENERS MUST BE INSTALLED BE LHE LAVE TRIM. B. !STALL THE T•ANEL CLOSURES AND SECURE THE EAVE TRIM TO 'HE WALL PANELS, 5EE INSTRUCTION NO 'j SEE INc._ys:l;y NO 5 SEE INSTRUCTION NO 6 (STEP 1) ,SiF�: �9IG (STEP 3) SHADOW PANEL IDNAAIATION SnµU VARY FR THE ZING DE SHOwN, SCE THE SHADOW '1 PANEL ERECTION OMwINGS 1'OF FAsiFnlR AND FUSiING OE1Nl5. SCALE: DATE - — --- SPECIAL ERECTION DETAILS _ ---. �--- ONTfN BY: turAmA MAeAMA ROOF SHEETING PRIOR AP i0 WALL SHEETING DRAWING cY.No. 51ON DATe ADs ,ATE MADE CR'D. NUMBER SED-1.0 DELUXE EAVE FLASHING POST HUNG DELUXE SAVE FLASHING EAVE FLASHING THERMAL SPACER EAVE TRIM LOC-SEAM / STANDING SEAM EAVE TRIM LONGSPAN PANEL CORNER FLASHING ARCHITECTURAL PANEL CORNER FLASHING LONGSPAN PANEL RAKE FLASHING ENDING SEAM PANEL RAKE FLASHING LOC-SEAM PANEL RAKE FLASHING LONG PAN PANEL HIGH SIDE EAVE FLASHING STANDING SEAM PANEL HIGH SIDE EAVE FLASHING LOC-SEAM PANEL HIGH SIDE EAVE FLASHING STANDARD GUTTER FLANGE BACK GUTTER VALLEY GUTTER ROOF TO WALL FLASHING LONGSPAN PANEL ROOF TO WALL FLASHING IH SIDE CONpDON RAKE CON@TION IIBLINDRIVET noics. C aE U YU* 1/e RrvEI ALL (E%CEPF CORNER MSHING)S— ULRED WNH(2)1/4' BLNS OF GURERNSFX(URETIUNE CAULX). T -ROOF FASTENER E.—O HIND.LAPS SHALL BE THREE INCHES EXCEPT CORNER FLASHING VFS WHICH SHALL e 114XI SORF(SELF DPoL111G) BE D.VALLEY CURER UPS SHALL BE SEALEO WRH Z X]/16 iME WSRC AND SHAH BE SmCHED MTH/IA ROOF FASTENERS TWO INCHES ON CENTER, 0UA E WILL VARY-ITN CURER SIZE, F FASTENER FOR FLASHING UPS NOT SHO—.USE THE14 FOLLOW NC AS A CUtE,FUSHINCS ZHAT ARE EI.%I SONHw(SELL ORI UNG) • OTHERECONDI ROD"USECOMOI/B IINCH BLI USE ND RNETS THREENIN INCHES THREE ON CENTER ES CENTER.ALL %%Z/B SSOHHCW(SELF DRILUNG) .$LANDING SEAM PANEL ROOF TO WALL FLASHING L WE CONDITION SCALE: DATE DRAKN BT: XPr.w r STANDARD FLASHING LAPS - es�N APP'o Nr D"NG RKvaNO. NADE CK'D. DATE A�C.D. Y.1DP. CK'D. DATE NUMDER SFL-1.0 - UNUN 1ICH-1 ANC• ..0. J/�'^ - A •ip0 d_N JNu YC RI ��PU NU H I� :i "V2 RAL FASTENERS (L - . .Vx - (FDTO) n�AH �vG) J/♦ ANCLLELOGON ♦P,E 1fI!1 PK (2)j12 STRUCTURAL SENS LONG) (l �a ) TS (2) oRPL SVER iiI CI! PC EFEFE^wwwww xw mwNN O E oi l/ sei -A (ELO`noLEi AnDLE ww"ON)niclE EACH "I J/E"r ROD HANCEN /.:Rra xcER Lorvc) vx 1 (FIELD DRDL) E xux 1� I "B" E ww GLE NNLEfl (LJ:J:J/i6".LE—) F PPE n OR GHELE OMITTED So TH NOTE: PPE --�---- �P(,w.t x.j`s PU:N_:<:: J/E:ROD HAN b- F wxux NOTE: rvOi �PRwKIER S. BE C'.T]R�Ip.:P NO P` ORTUERS LOADS LBS. CER I�2 t�A I/♦ B T. ta/Av t6/Ar BEROISTORTED. PE SECTION'B-B" SECTION 'A-A' SECTION "A-A" AID FRAM[ SPRINKLER PIPE HANGER DETAIL;AT PURLINS SHO1 ALTERPIA_''__E SPRNKLER PIPE HANi_XR DETAIL AT PJRLINS SH02 SPRINKLER PIPE HANGER DETAIL BETWEEN PURLINS SH03 TYPICAL SPRINKLER PIPE LAYOUT SH04 AA AN oR Es IF LGA, STO.w,; tt. '�Ef YR.PIPEµ PI E-}T-1' ! P E PIPE =1P� PE AT PIPE CIANP PIPE PIS i Sl/ 350/ 5 E lG.J 6 19 LIT ] J 5 3J3 12 t J 8 ] 5 I6; ♦] 3 1(Y v.6/5 ' 159 3 5 11 5 p 1 11 J 9 t 1 /2" 2.12 ].6 5 J 13E6 RANGF,- xm AT tC sxµ vcs I—D 11K AalE A9 sNGrm IN xAv wi a NOOEL n0—LD IS CO. OR EQUAL • -- et'upG i0 x APP.EA lG AHv ONE 9N1E a•iYwl Ix AvmlGn ♦GOPI.B.NAA ....rt LO.A. ♦ IK RAF.UN LOADS iCR SPRINKLER PIPE SUPPORTS SHOS CLAMP DETAIL SH08 PURLIN PURLIN PURLIN PURLIN BENT UP OF PUR REiNfONCwL A'ClE MUP nlMiUl P Y OUH. REINFORCING xOTHOIH REIi:ORCYrvG Ax E REINFORCING ,G AN E PIPE NINNI ///---gPRINILE SPRINKLER NwKLE i PE PIPE PIPE n awE y,4 u�cvEp n� n awrD $,PRINKLER PIPE "NOT ALLOWED DETAIL" SHO6 SPRINKL:R E! E "NOT ALLOWED DETAIL- _ SH06A SPRINKLER PIPE "NOT ALLOWED DETAIL" SH07 SPRINKLER PIPE "NOT ALLOWED DETAIL" H07A CIANP YnTHOUT REINFORCNG ANGLE AA CIANP 11TH.:UT NDNFORCING ANGLE AND ARACHED AT PURUN UP —_B —P.—UT RENFORCINC ANGLE AND BENDING LIP OF PURUN AA� CLANP-HOUI REINFORCING ANGLE AND ATTACHED AT PURLIN UP SCALE: DATE eLn.w I '@)>m ♦ NARAW --- RECOMMENDED SPRINKLER - -- PIPE HANGER DET.41L5 - — - Rev.Ho. DRANINC SPH-1.0 =—SION 91oN pAT6 AOE GK'D. DATE 12-I-9R NUMDER c s GGP CL-10(12'JPY�) L0.E11 RAAIINO(OPMNLL) xtR1101UpdL B4Tp FDCFD-IFNCM Ff3N p'JWBS yyp ppDpN•�) ,/2'px,1/a'Al2.T F06BB-IENOM i011 Yd'Yl� COYEA FLWllxc( .4W NEb RA POCF0.YIfNCIH TOR 113'JAYBp '�B PO]D 5�PANF� ° HE/'Om FIALL fA51FNEA P.�11�0 BDCXO !i °0 Rid QG/4 SpNQY 112 x 1 FAe1IRR 12 1/4 SDHCF B ( 01p2 IH JWB ilA51NW M. yW BNITOx NEAP BO115 F wnt vANEt NFAp RA910lG FALL PNBL RNL91m C01En PI.ISR110(DPIIWJ✓a ' RDOX MALL PANE •lON^SPN1 V'N1 PANFt SIgFM 000R wu1rH I Ylan-Bm RwE>_mIeAR -LIE LIL[ SHEETING AND FLASHING ELEVATION OTOA SECTION AT HEADER AND COVER FLASHING 0T21 SECTION THRU FRAMED OPENING JAMB OT26 SECTION THRU FRAMED OPENING JAMB 072E LONGSPAN/AfK II PAXEI FMJB AB AB LON6PAX OR Y10.111pB PA Mulls AB AIN,IflECNR11 P..FILLS AC ODOR JAMB R NG SCNED111E HSC ARCHTO=RK LONGSPAN MD YULI-RIB p'-Y 2 REC6 FJ1pB-e'-1 1 2' 2 PIECE FJI}p' lY-Y 2 REC6 FJlie-10'-1 1 ]RECES N1YtO'-1 1 Y t DOOR HFAD FUSIWG HFAO COMER FLASHING SCHEDULE 1Y-0' 2 REC6 FIISB-1Y-1 1 2 REGES FJIS-IY-1 1 2' YDDfN pCNF➢UIE 14'-Y 2 REC6 Fll -14'-1 1 2' 2 M—F -14'-1 1 2' B'HFAOERS 8 1/2'HEAOEl6 1 - ♦RE JS fJ15B-C-1 1 4 RmFS iJlp-K-1 1 -0' 1 RECE fON2-p-] 1 RECE fOFle-e'-e' 1 REQ f➢O%➢Ye'-p' iB'-0'V ♦RERS FJiSB-il'-1 1 ♦REC6 iJllrY-1 1 1 PrtE PWI2-10- 1 RECE fDCFp-1 -p 1 RECE FIXSYS-1 -p _p a REQS FJ1pB-1 -1 1 ' ♦REC6 FJ— -1 1 V 2 1 REOE iWt-12-, 1 RECE iOGie-1 - 1 RmE iD6H3-lY-p' -0 4—FJ15B-11-1 1 ♦F—I FJte-11-1,] 14 1 RECE Fq,2-14-] t RECE f9OiT-14-p 1 PIECE F0691-14-p 16- ]RECE itllt -, 2 PIECE 2 RELF POCiF'J--p 1 2 REY6 RM12-p'-Y 2 R®fOCiD-Cp 2 PIECE iLWe-p'- (MR JaYB ClhIIi FU9111C SCNE➢UlE 20-1 2 PxRS fUQ-1 -Y 2 1 2 REC6 fOCTO1FlY-Y HEIGHT p'JAMBS O 1 JAYS$ Yl-0' 2 RECES FOH2-11'-]' 2 RFLf3 N2D-1,'-G x PIE®FOiS99-,Y-e• -Y 2 PIECES fOCiF- 2 RECEB fOCf➢',f-p' 10 2 REC6 F0.4T-,W 2 RE®FOCSHS-,0• 12 2 PIECES FOC 12 2 RECES RICNe-tY-O l . 2 PECES mCED-14'-O 2 REC6 fOCf9�14 1 — ♦RECES f➢CJB--1 1 4 RECES fKJ03-0'-1 1 , -0' 4 REC6 iOCiB-Y'-1 1 {MV-FOCRI'.rY'-1,'2 ] 4 RECES f06D-1 -1, 4 MI—iDCi9e-f -1 1 2Y-0' {POBFS i06p-11'-I, {RFLES iOl2)1'r11-1 t/2' HEAD AND HEAD COVER FLASHING SCHEDULE pTg1 JAMB AND JAMB COVER FLASHING SCHEDULE 0T92 AxOOTECNBN•tDNGSPIx AND w LIB Pout taus AB ARGHOECRMN.lONG5DN1 A10 M-M.wAus AB ,J SCAI.E�. OATS �en OVERHEAD DOOR FLASHING DETAILS i R 1 REMStD OETIA ORl/AB CNJ 111C 4-ce 0®011 Amb lW� DRAWING FO'IJIO. ND. �L910N M. M. OATx N..i I I—X I CYO.I DATE i N0. —.ICYO. OIBOtQ 12-1-0> NUMBER WAO-2.1 p R•I•°r No.POD)B e aRT (a)SRa IIAL iA41EME16 FAVE TIYf GirtT W'Rf WR GWf DOOR HEAOFA DOON HEAD • s°IIt,�Y5�p01� 4 51W E po m RDn aD aRrs DOD art airs mR DEm LDOAIED {DR ROD U AnD TRAYm avnNGS Ixxw.,wa rnAYm olvaxLz $ DOOR.wm o00 D SE ANQE (VUaF BASE ANQE ANGLESIRUOIYRIL 90Lrs• I�xXlA//Na'AT (VAla6) (VARIES) 1/ra},,/v AILS �Oo DOOR YIDM I ODOR Na111, I •a1RION HMN 6 REOUIlaD AT SNaP NINDOW FRAMED OPENING KEY OFOA FRAMED OPENING KEY OFOB JAM8 TO GIRT CONNECTION OFO1 JAMB TO EAVE STRUT CONNECTION OFO6 wIe ro aw_N M —8 m EAYE snNrT M AA FAVE srRur ((6677 fDP N18 Dab ATI� � {1Dt1 1/�SO,q a-�0(IY.1W6) a 1/9'Cr AA1..7 SIPDOIIWL fAVTFNENS 3)/roa' ,Y/.}MYBS ) A1YB CUP } ♦: m iwvc's.Ainmrr�Y� I slRuctuwa anus ) . -o(,r AAY� Cv J I 1/ri x 1 1/4'A— ,/e' arP t/x'a ANLNat sous �� a_e(ai�t� Tom• am fai DRma) a 0 0 0 O o tea• NI1N aRT NLL HAY IENOM ANO O ash ' 000 AnACH ro FAVE MFOM EAW O IN ala)F11 ro RE1Nf1xtOE FAVE HFAO � VASE ANaE o stRtR AT '/2'0 rwYm aPENwc, t/xY x,• D� (TtFlD NaroN) ,/4'AVS ♦),lTI8/4 fASIETDS6 smucnmAL ears ,1.,1/�sda �OPETOY.NJIa r # 1WL PANEL_,___ ANEL '� . .we RDn art Axo rmD oltu am — T W ^ AT REm_=NAIDD OPDml6 —a a-•} M ro aAcx JAMB TO EAVE STRUT CONNECTION WITH REINFORCING GIRT OFO6 HEADER TO JAMB CONNECTION OF21 GIRT TO JAMB CONNECTION OFT6 JAMB BASE CONNECTION OF11 . AA M M AA A -- --'-------" - SL,B GENERAL NOTES FOR FIELD LOCATED FRAMED OPENINGS GENERAL NOTES FOR SHOP LOCATED FRAMED OPENINGS 1. alDalEM ODORS ARE DaD mGTFA LUT STAHDWD PAXF15 ANO f}RTS AS ,. OVEIMEAO OOOf6 AIE SHOP 1p'TFD,aOYE PANEL9 WY RmYYE RF1D Oro, REWIPED. CLIDIN6 2 W}IYUY NEpM Oi DOOR 6 O'-O'lETS tNW CAVE NEpiIT. z Au slRucrvRK cDNxECT,pas ro eE YAOE As sl,amr aN APPROPRIATE OETAaS TYPICAL ANCHOR BOLT LAYOUT L ALL SOaLTYRAI CONNECIp16 ro BE MADE AS 51gYN ax APPROPIA TE DE— a' �. .YY6 YIRT aE 1nG1FD A YDOYUY 6 1'-0'TROY CEMFR lWE di Cgl1YN5. E1 +• PaO511 IRDOR PO,19,aNDE 'n�• _ f 1/O'a ANCHOR eOLrs (NOT 9Y ARC.) SECTION L FRAMED OPENING ANCHOR BOLT DETAIL OF61 FIELD LOCATED FRAMED OPENING NOTES OF91 SHOP LOCATED FRAMED OPENING NOTES OF92 AA MI AA SCALE: DATE { AII1� • nAnYA OVERHEAD DOOR FRAMING DETAILS I TENSED DETAA Of]1/M W 1HO Mpa ®®aT AENRD p'1 e/M OiOE/M RELOVm Ofp]/M NYO THO ]-pe o®R VVD m DRAWING pT� No. tuY®aN YAoa cro. DAn xo. R,me,aN • cra. nAn N Rav®oN YAos cro. oATs +x-+-pT NUMBI WAO-1.2 0 R•Iww He. OOlpa ,�D ,�0 � � '~ Q& L y r :`d ftmr) Map 296 Parcel y 2 6 �-, aftdoruct t# House# Date Issued Board of Health(3rd floor)(8:15 -9:30/1:00- Fee Z�,GrJ - �Conservation Office(4th floor)(8:30-9:30/1:00=2:00) p dLo . � Planning Dept. (1st floor/School Admin. Bldg.) tME APPLI IN A SEWER V pproved by Planning Board 19 EON R FROM THE BNGI t N P81OR TO f�i3K5 T �� 9. TOWN OF�BARNSTABLE E°��' 71yZ Building Permit Application Project S reef t�Address �RBIeEnja'niin Franklin Way, MA. 02601 Village Hyannis Owner Maraspin Creek Realty Trust , Address 216 Thornton Drive. , Hyannis, MA :.Telephone 508-771-7969 Permit Request Move a 20x2O garage from existing foundation, approx. 40' to place it corner to corner with new warehouse addition being built ' over' it ' s existing site. i First Floor 400 square feet Second Floor n/a square feet Construction Type Wood Estimated Project Cost $ 3 , 000.00 Zoning District Industrial Flood Plain n/a Water Protection AP Lot Size 5. 217 Grandfathered ❑Yes ❑No Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure 10yrs. Historic House ❑Yes U No On Old King's Highway ❑Yes E]No Basement Type: ❑Full ❑Crawl ❑Walkout LYOther none Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: Existing none New none Half: Existing New No. of Bedrooms: Existing n on e New d Total Room Count(not including baths): Existing New First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other none Central Air ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove ❑Yes ❑No Garage.' Detached(size)���n X g nX g n Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) ❑None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial U Yes ❑No If yes, site plan review# n/a Current Use Garage Storage Proposed Use Garage storage toragee Builder Information Name Hamilton N. Shepley Telep hone Number 508-771-7969 Address 216 Thornton Drive License# 025526 Hyannis, MA 02601 Home Improvement Contractor# Worker's Compensation# MA 00893 NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE M" DATE 4 BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) FOR OFFICIALUSE ONLY a , PERMIT NO. DATE ISSUED, MAP/PARCEL NO. • E }. , � . ADDRESS VILLAGEk �NER C r t ! 1 -. r ._-. � 1 ' • • • 1 1 .per n :V DATE OF.INSPECTI'ON: FOUNDATION t • ? r FRAME INSULATION - - - FIREPLACE ELECTRICAL:., ROUGH $ . FINAL { OUMBING: ROUGH ! FINAL - GAS:Y F ROUGH FINAL CFI tNtAL BUILDING " i f DATE CLOSED OU"Ix;•�-5 tx r ASSOCIATION PLA•N`NQ. ' cad t _ r i 0 w 0 c j I I I 1 W s I I N , S I I � I I �II I ----------------------------------------- 1 G"poured aoncra}o slab I b t w/ribermashTM anA 4 z4 rainforoinq wiro I � I j N I 1 Q I I tS s v e.. v«off .and.. `rourod concre}a piers ....S... V-I _________________________________________J D $ E € h �._4j E �o.. I ;c ' a �FOUNr--,-' T-ION PLAN �o �3 L cq1 FT.R Xle rludsiil 6"z8"x I!o"e,"u walls X O Q m tz puredaowra}e slab w/Paarmaand4 r 4 rainforoin4 wiry a}mid lava)"P Poured twnare}e piers 4 FOUN17,�.'r'ION�eGT10N + U d � Z Z O �. w�LOC16 MID CAPE HIGHWAY - ROUTE 6 v a�J ,a — " '— LOT 16-1 " r«. z AREA=4.934 AC.' ,. AIT H U RK LOT 1 I d 111BD's'' Ou LOT 16 � LOT 20 LOT 19 .v •a�n.n ras Ac. LOT 21 � mu ___________________ • 9 ,a �J THORWON OR. PRIVATE Aa wioe. ® LOT AREA=5.468 AC. — A a WA .. ' ., En g' ) Map Parcel Permit# � 3 - t,` House# Date Issued ;2 5 Fee �9iS-0. 19-70 onsertion Office(4th floor)(8;30-9:30d/1:00-'2:00) ' APPLJCAW P CONNECTIININEE OM Tall 19 TO va _ • BARNSTARLE. MASS t6S9. - TOWN OF BARNSTABLE Building Permit A lication , ro ct t eet Address Village , Owner � r»i��o/L- ,�,LWA Z Address Telephone .� Permit Request X,x%diev ,o r-h__ 7 6 wA4C #6L41C c E First Floor square feet Second Floor square feet Construction Type Estimated Project Cost $ Zoning District Flood Plain Water Protection Lot Size Grandfathered ❑Yes ❑No Dwelling Type: Single Family ❑' Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House ❑Yes ❑No On Old King's Highway ❑Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: Existing New Half: Existing New No. of Bedrooms: Existing New Total Room Count(not including baths): Existing New First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove ❑Yes ❑No Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) ❑None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# 'Recorded❑ Commercial 2"'Yes ❑No If yes, site plan review# Current Use Proposed Use ,9 e%`r_olr, 69 •,r Builder Information Name `%C.1l 0:7_z i Telephone Number :2 — 500-, Address�: b4 r £TJ- a1539£ e ,icense# d/ p/g f Home Improvement Contractor# //7 Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO O v� 12 SIGNATURE DATE BUILDING PERMIT IE THE FOLLOWS4G REASON(S) FOR OFFICIAL USE ONLY ,t PERMIT NO. _ DATE ISSUED• c1 MAP/PARCEL NO. ' it ADDRESS VILLAGE, ! OWNER :' a DATE,OF"INSPECTION: FOUND ATION f ' FRAME _ ,, # INSULATION£ FIREPLACE ELECTRICAL:+ ROUGH_ ". FINAL . { PLUMBING: ROUGH FINAL GAS: OR, GH ` FINAL ! FINAL-BUILDINt" x 4�cr 6 DATE CLOSED O • _ , ASSOCIATION PL1A.9?IO. t _ ► +. i Ire The Commonwealth of Massachusetts �j Department of Industrial Accidents Office ofINNSt YO&Ons =' 600 Washington Street ..=:. ;' Boston,Mass. 02111 i Workers Com ensation Insurance Affidavit name: location city ❑ I am a omeowner performing all work myself. ❑ I am a sole proprietor and have no one working in anv capacity I am an employer providing workers' compensation for my employees working on this job. I comaanvname address: city phone# insurincc cn. nlicv3/30 # ❑ I am a sole proprietor, general contractor, or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensation polices: ........... Com anv name- address: city phone#• .:.:,,,.:. .,:.. insu////rnnc////ri//////////////////%//////////////////r%////i///%//////////////i///i//aid/,%///////////////////////////////////////////////////////////////////////aii/oii//////////////////////%////////////////7�"%//%//�///:�%///�;. cam anv name- :..:.;:.;::>:,._::.;::•;.::::..: - .: address- o . city. phone insurance co Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a One up to SI,500.00 and/or one yeata'imprisonment as weft as civil penalties in the form of a STOP WORK ORDER and a One of$100.00 a day against me. I understand that a copy of this statement may be forwarded to the OMCe of Investigations of the DIA for coverage verification. I do hereby certify uncle a pains andpenalti perjury that the information provided above it truce and corned Signature Date -'01�: Gl _ Print name L '� 6U C3>c is Phone# official use only do not write in this area to be completed by city or town official city or town• permit/license# CBuilding Department a Licensing Board required ❑Selectmens Office check if immediate response is ❑Health Departnent contact person phone# ❑Other�� (ftyuma 9,95 P1A) I r1C, Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law", an employee is defined as every person in the service of another under any contras: of hire, express or implied, oral or written. An employer is defined as an individual,partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver c trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on-such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewf of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally;neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants Please fill in the workers' compensation affidavit completely, by checking the box that applies to your situation and supplying company names, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. The affidavits may be returned to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of.Industrial Accidents Me of lavesugatl00= � 600 Washington Street "" Boston,Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 eat. 406, 409 or 375 T � ✓G� r DEPARTMENT OF PUBLIC SAFETY _.... . l.� CONSTRUC110N'SUPERVISOR LICENSE F. Number-'. Expires: — Restricted To 91 r OHN;k -[EBOEUF 95 PRINCESSPINE RD HYANNIS, NA ,02601 E TOWN OF BARNSTABLE •y SIGN PERMIT PARCEL ID 296 026 GEOBASE ID 3K470 ADDRESS 60 BENJAMIN FRANKLIN WA PHONE Barnstable ZIP - LOT BLOCK LOT SIZE DBA DEVELOPMENT DItTRICT BA PERMIT 12486 DESCRIPTION THE HOUSE COMPANY i PERMIT. TYPE BSIGN TITLE SIGN PERMIT ' CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: $10.00 BOND $.00 COdSTRUCTION COSTS $.00 Q� 753 MISG_ NOT CODED ELSEWHERE BARNSPABLF.. +' MASS. OWNER SHEPLEY, HAMILTON TRS 163q. Ae� ADDRESS MARASPIN CREEK REALTY TR FD MA'S 216 THORNTON DRIVE BU�LD GNI GNI DIMS SON HYANN I S MA B DATE ISSUED 12/27/1995 EXPIRATION DATE f f - c- -b'3© BARNSTABLE BLDG DIV PAGE 03 ,� The 'Town of Barnstable Department of Health Safe . l � � P Ban'Idtn Derision Environmental Services date/7 367 Main SUMO Hyannis MA 02601 Application for Sign Permit Applicant: k CJ, Assessor's no. Doing Business As: � Sign Location street/road: Zoning District Old King's Highway District? yes no Prop" Owner �} Name: YC�S i C���G, .Let S t Tdephone '7D �o Address:. a/6 7-;�0rn 7� 1/y, Sign Contractor A / Name: �V Telephone Address: Village Description Diagram of lot showing location of buildings and existing signs with dimensions, Iocation and size of the new sign to be drawn on the reverse side of this application. Is the sign to be electrified? yes no (Note: if yes, a wiring permit is required) I hereby certify that I am the ovmer or that I have the authority of the owner to make application, that the information is correct.and that the use and co . construction shall conform to the provisions of Section 4-3 of the Town of Barnstable Zoning Ordinances. Dale V VSiOature of Owner/Authorized Agent Size (sq. ft.) S.7� Permit Foe < Sign Permit was approved:—L ved: Date . Signature ofBuilduig i r . FxrsriNs ev�co;Hr� 1� 7 � I I lY SOACFs 30 IJ 1.4 m � r I u t3 fill N I 1'-9 1/2" 1 / " F RONT VIEW SECTION THE HOUSE COMPANY SIGN 60 BEN FRANKLIN WAY HYANNIS, MA. 02601 MATERIALS: WOOD COLORS:WHITE FRAME AND BACKGROUND W/ BLACK LETTERING & LOGO FASTENERS: 2 1 '2" GALV. SCREWS INTO EXISTING CLAPBOARD l0 w The Town of Barnstable ...� Inspection Department 367 Main Street, Hyannis, MA 02601 508-790-6227 Joseph D. DaLuz Building Commissioner March 23, 1994 Chief William Jones Barnstable Fire Department 3249 Main Street Barnstable, MA 02630 Re: 60 Benjamin Franklin Road Dear Chief Jones: The living unit at 60 Benjamin Franklin. Road in Thornton Park is being occupied by a watchman for Shepley Wood Products. As you are aware, the building has an alarm system signaled. with your department. A platform with a ladder has been. installed for a second means of egress and has the approval of the Building Department. Thank you for your cooperation. Peace, o D. DaLu Y�� u Building Commissioner JDD/km cc: Shepley Wood Products I L940323D ,♦ f Assessor's office(1st Floor): Assessor's map and lot number . [ (2 �.f/btC� �o�THE.:O` Conservation — G ' �'•3 �� 'TQ�i: Y o7TCid PPUST a'"P •� Board of Health(3rd fl or: � BALLED IN CO P Sewage Permit number e� !� ����' 1:r DA817T&DLL . ` WITH TITLE 5 'oo N"a i Engineering Department(3rd floor): i �q � 1 �'NVIRON �` L �D���t, "�to�E1�, House number to V TO)y� • F; `�n t� Definitive Plan Approved by Planning Board 19 NI 1 L__ .. APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only TOWN OF BARNSTABLE BUILDING INSPECTOR. . . IN APPLICATION�FOR PERMIT TO p - TYPE OF CONSTRUCTION 0 0 GO CGS s f%lit C/ 0 r f 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location (10 1 Co m i �ha �l�h / aCG !=L �f f Proposed Use Sro Zoning District Fire District Name of Owner/14a,gS br Zr1I_. ;e/e <G�a/�Ti, //- d ess a `� 7.1/ce, J'4c,.z 4"rve Name of Builder liV6//tscftA L�orrvcarJ Address _9G/ -c-le �I�r�h�=t i c✓f Name of Architect Address Number of Rooms / Foundation c ,c c Exterior iClcl Roofing /#s oe 42 l Floors C o n G,v--e /r' Interior Heating N 4 Plumbing N% Fireplace /yA Approximate Cost _ 60 Area Diagram of Lot and Building with Dimensions Fee OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Nam -� Construction Supervisor's License 9 9 MARASPIN CREEK REALTY TRUST <.. No 36049 Permit For BLD STORAGE SHED E Commercial Location 60 Benjamin Franklin Way ,,. i arnstand Owner /Maraspin Creek Realty Trust- Type of Construction Frame ,M Plot Lot Permit Granted July 25 , 19 33 Date of Inspection 19 c Date Completed ® 19 �' �,1 •• `�r � � r r 1 i _ �74 ➢3 8:�c'�e �'.ri 12 f 1 a 269LN WN ��' —��'�•� � � W4."RtQ CUnd[m tap N Oattota afdMtw. '11'GWf ln.tlay O 2 'IRUSB ANCHOR 4 DETAIL aar m+.ate•oc _ s. a Ae�\etb.wa2YaG ' Scaia:No wow.+n.rw.ti to T � 2 CS O a 115 vs�a s IXISnN 6UIL IN wv ee.t.n�tmw roan Z C�,dbaay.�ttdN 'nu� N +y aev.r.ter ~l_r ��� •,'+ia.ai aaieo�ort .•':,' ® >v'r..+mww.r.os.a � �,. • varsrw/g w�aa Fr-ta F/ Is�P a t SECTION OF STORAGE SHED !.Y_ d a WEST ELEVATION Moo ecvs:vr.ro - _ *NOTE-NI meaeurmmrt9 6 dlmmtsbre aro to bo site verffW by contractor. Sulldbg 6ocM, Details West El"Ation . _ BSELN�B A400 h' f� P cs� i:l m 0 d 1 0 YbNe4M1WS6'E6A. , j� �••� fopdPoNWfbnN swum I ,1 i 9YNeMMe.2c•Or(iral 1 � T-' llja Y AgTak c..ae - fig:,l FOUNDATION PLAN_ p Pwad ounefe lwmJmim - T 'tl� 9rala tlC'e YA• t'�l rarp<smwwueuadreP-e v�: ��py 3 ' Nlw6 DOrtug founAapOn Han �--�FOUNDATION SECTION A100 3; • i - P Al \ 3 330 � ` C,y7� IV tv lo N G. 4. �o I � 1 `} CERTIFIED PLOT PLAN LOCATION . .8fI2�!STFrdGG� !�'I<I s S Z—, SCALE . ./.,._/oo�.... DATE e7?- Z Oe8 q L PLAN REFERENCE 5 1H Al,D"v F A o E 4E3;-/S 77?-1 C�/ ZY��S 7 �1 E: "v y<ELLEY I` 1 CERTIFY THAT THE '!3T!^�C- fs'ri/LU/��6 NO' �nSCD of SHOWN ON THIS PLAN IS LOCATED ON THE GROUND c �sfF"tST�fEcC�, AS SHOWN HEREON AND THAT IT CONFORMS TO THE L LA � SETBACK REQUIREMENTS OF THE TOWN OF •WHEN CONSTRUCTED. DATEiiz.. C P Z AR--7 T TICS!— �� /�fATZi95P�N P�777%Cn/�� REGISTERED LAND SURVEY • s,,, An.-s D� Asksessor's4offioe (1st floor): "'9� / Assessor's ma and lot number 3L/7 ��" s $ � AAUS �HEtp� ..................................... p � 7 0 IN COMP hoard of Health (3rd floor): e—� --2 212 -4 THE Sewage Permit number ................................. t BARNSTABLE Engineering Department (3rd floor): ` O JS ENV;. ITAL C®t.%v 10"IL Housenumber ........................................(................................ : �E0 YpY d' APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00;P.M. only . ' SIQNIraG WGINEER MUST SUPERVI(-. TOWN ®F B A R N S T����B ri AND CERTIFY IN WRITIrd R�YSTEM WAS INSTALLED IN STRIG. BUILDING I H S P E C T O- DANCE TO PLAN. APPLICATION FOR PERMIT TO �✓�/f2�i5��� � '� �� ' 7S� .. .................................................... .................. ...... ...... .............................. TYPE OF CONSTRUCTION ... 72!ZFL....:T.4r/ D ..IG ?'m.19 .................................................................. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following info ation: Location ....���da.�I.0!J.....�...... !T.7...../....... ...1." ............................................... ProposedUse ....Q/ C ....J.................................................................................... Zoning District ................................Fire District ......... Name of Owner PAIN.... t '. ' ..s� .Address 21t�?...o ........ �........... ......1 l / N .... !!il? . Name of Builder ............Address ...................... f'�£� k� MA. Name of Architect ..........................`.. ..................................Address .B cl..s -... '`......... „MSS.. ...... Number of Rooms ....!(n........................................................Foundation :: ' ..... ................................ Exterior ... � ...S�J�K� ........Roofing ....M�s7�?Sar....CPP-. ................................... ................................................ cf*-MC Pr� tAA(Lbu kOoi—� O�`iZG // .Interior .....(A N.k7 �.. 1�� ..................... Floors ...4<=s�.sCF.�.���....,�,,�er`�,,...�., ...!�?o.`�... .......................... Heating .........................................................Plumbing ..... Fireplace ..................................................................................Approximate Cost .Y... ."' ............................... Definitive Plan Approved by Planning Board _ M- &L,4J-v7Y-iq_ewa_ . Area ...... G?.3 ..............40 Diagram of Lot and Building with Dimensions `�'{', Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH of I I 000 )3aA.1n ?�U `5-NCP6eL WC-0 Pe-01;I)vcTS P1u,v,s i h'I� c,26o 1 OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name .....i'l7?:!!4 .�?t!v.. :.................. Construction Supervisor's License ............................... T MARASPIEN CREEK VIRE—EA.0 TRUST T, 31175 Build NO ................. Permit for .................................... Wcarehouse & Of-.Lice ......................................................................... Location 60 Benjamin Franklin Wae ................................................................ 4 Barnstable ................................................................................ Maraspin Creek Realty Trus-t Owner .................................................................. Type of Construction .................Frame......................... f .................................................I................ Plot ..y.......................... Lot ................................ Se Permit�'Grah*ecl ......... er 87 Date of Inspection ........................ .......n..19 % Date Completed ...... 19f v 2i t • +;r?"• •-..-„y,;, i...,:.lfu"••'Co�..r. •^ -- "•^*-:.>- _ �-.,F.,S..T��•4,�„+.,:'T..+1•�, r�':'�:c'yS.eT.e..-'� •Y-X� .�{.T+�"'u�r; i. ..ti ..-..q ..yr: _ � .. . TOWN OF BARNSTABLE Permit No. .31!T5..... BUILDING DEPARTMENT TOWN OFFICE BUILDING Cash Na •6}9• HYANNIS,MASS.02601 Bond CERTIFICATE OF USE AND OCCUPANCY Issued to Maraspin Creek Realty Trust Address 60 Benjamin Franklin Warr Barnstable, Massachusetts USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID. AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND.IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. ......September..1.6!1 19......... 3.... Building Inspec or I'�. .�.�•`�-r..,_:...--_--.T ..�•„M'o".'^"'��+ '.,,^","'F,.,.-w,.'r.. ..� -. .^.r..�,�, ,T4'MY"C�F+x..++. :�wr`-., �...�...:�. -. T..o-.- _ r .... ._ g... ,.1NETo TOWN OF BARNSTABLE � u � Permit No. ...31175,,,,, {� - BUILDING DEPARTMENT { "d" I TOWN OFFICE BUILDING Cash x639• �el19 HYANNIS.MASS.02601 Bond ................ L ' • T E M P O R A R Y x CERTIFICATE OF USE AND OCCUPANCY Issued to MARASPIN CREEK REALTY TRUST Address 60 Benjamin Franklin Way, Barnstable USE GROUP FIRE GRADING - s. OCCUPANGY LOAD THIS PERMIT, WILL NOT BE VALID, AND, THE BUILDIyG SHALL NOT BE OCCUPIED•UNTIL -SIGNED BY THE BUILDING INSPECTOR'•UP..ON SATISFACTORY,COMPLIANCE WITH TOWN REQUIREMENTS AN6IN ACCORDANCE`WITH SECTION 1.19.0 OF THE IMASSACHUSETTS STATE _. BUILDING CODE. March 25 88 19................. .......... ..................... ........ Building Inspector ' {,g^x ' .t�d"?'kr'' '•l Y"`,Eu'�S�,�t�":Fri".r x .M- -.:f"`;� x�c,.� •tit s fir: �.• �1 i'• "•s H:r` ,Y--'' 5'*,,8.� s �? 6 O B NSTABLE7MASSACHUSETTS ` 4 �� 4+ .a—•Y9e..•,� � f �� �'" C� �•W t d"" ,:ttaas�}v d_ .,: xt�( 4 - +r a^ 5� x e r r d"'I,/ r++)0 �,w � ��y9 a ".�` � �a+�• a+..i� � a a� ..� '9'•skp•�r�fid.r `yr�'y#``�'."�''�Mr+�� r,� a w. "" , j PERM IT '� Am3Q0 DATE. �P12 CEtEl�2t'_ e�_•19Z � APPLICANT4' Llama 1 trni h_Gh@Tle�' ADDRESS' ~(CON R $�LICENSEI (N0. (STREET) rr 9 axr x �'. -• z ris't" `" t s'�^ s" �� .nfLw NUMBER OF"rl xK M f w DWELLING"UTS r NI PERMIT TO , (CFa 1�STORY _717t I (ULM - " ZONING Asa �' Yt n x . DISTRLCT AT (LOCATIrON) • � lM NO (STRE ET) ♦ar. #1 AND E%BETWEEN (,cRoss 5T9iEET1 'y r� (CROSS S TREET) y LOT wyz SUBDIVISIQN LOT BLOCK SIZE i IDE.BY FT, LONG BY FT. FT. IN HEIGHT AND SHALL CONFORM'IN CONSTRUCTION BUILDING IS TO BE W TO TYPE, USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) ; R }{ h Y REMARKS saw (Shepley Wood producsj ►. Yy . z^`PERMIT err VOLUME 21630 '6q ft ESTIMATED COST s FEE y @p 4 (CUBIC/SO DARE FEETI' -360,OOa x h 7 c� ' OWNER' ArsA nip�� RS— paIty TruRt - BUILDINGrDEPT j' ' 91�," T}inrrltnn ilriva�' HwAnni MA ADDRESS Fk.�,r ,� •i5• ri& L\s, r 1-x ._.....SUANr.-_ CEOF THIS PERMIT D ZS�•.....-.,,-..-. FROM HE DEPARTMENT$.1..:> OF PUBLIC WORKS. THE ISES NO'- `R E'L �� TH. .;e y $�=`,}�r• OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. ' M fN IMUA OF THREE..-CALL APPROVED PLANS MUST BE RETAINED ON JOB AND THIS PERM T.S HERE APPLICABLE I R EDA RFOR -�- tN6P�G -4ap4S-R-E-QI+IRED=F_O_R- CARD=KEP.TPOSTED UNTILF-INALINSPECTION,.H-AS=B-EEN,'ELECTRICAL, P"L-CJt�B'1NG aNO ALL CONSTRUCTION WORK: -- - I-. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIOyv 2. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL MEMBERS(READY TO LATH). FINAL INSPECTION HAS BEEN MADE. 3. FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS �'f ✓ i 1 HEATING INSPECTION APPROVALS ENGIN RING D PARTMENT r� I ' _ OTHER -- BO F HEALTH I N� Al L AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON THIS CARD'CANBE WORK SHALL NOT PROCEED UNTIL THE INSPEC- PERMIT 'N!LL BECOME NUL TOR HAS APPRQVED.THE VARIODUS STAGES OF WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE ARRANGED FOR BY TELEPHONE OR WRITTEN CONSTRUCTION. PERMIT IS ISSUED AS NOTED ABOVE. NOTIFICATION. d � Y A - \ 0 All r'+ CERTIFIED PLOT PLAN w LOCATION . . f}2r✓sT �3G�, !t'I�1 s S-... z SCALE . ./".-/oo�.... DATE �t�% ?,/ 187 PLAN REFERENCE .l-��/!,✓.G. . LAID EDWA'ID` ...J�/T,. . � LLEIr %, I CERTIFY THAT THE /5'l nJG F°"n!!»�}?�la i✓ ev 'jNn. 2b10iI SHOWN ON THIS PLAN IS LOCATED ON THE GROUND �, AS SHOWN HEREON AND THAT IT CONFORMS TO THE ISTE��`y SETBACK REQUIREMENTS OF THE TOWN OF .WHEN CONSTRUCTED. -- - DATE . . . . . REGISTERED LAND SURVEY0� _--------- -- ------- - -- -----_�_`____ ----- ----_—_ LEGEND = UTILITY POLE/GUY WIRE N ® x = WATER GATE/SHUT—OFF ® = CATCH BASIN ;y RJ6,E-o` Nra-cAPF HrGHw_ ( = DRAIN MANHOLE CSJ = SEWER MANHOLE �•• LC�i-US _A"4MIN HYDRANT �iI = TRANSFORMER FRA L.IN T 1 �A` = CHAIN LINK FENCE t,E DR � - 3i.._ _-fit-- -%-'--� Tt: WA Y ROUffl"m""w 6 MID CAPE HIGHoj oNo�' = GAS GATE CONTOURS f A,,,A = SPOT GRADE L, = LIGHT POLE a I Imo: • = TREES BUSHES A=885 19' = TRAFFIC FLOW o 2t L— ----- ---- ;� a PARKING TABULATION -- OFFICE USE: 1 SPACE 1300 SF @ 7030 SF = 23 SPACES - - I WAREHOUSING / SHIPPING STORAGE USE: --- ---_--- 1 SPACE /70 SF @ 31238 SF =45 SPACES OR 1 SPACE /1.3 EMPL. @ 90 EMPL. =69 SPACES (WHICH EVER LARGER) TOTAL = 92 SPACES REQ'D r ( PROPOSED PARKING SUFFICIENT FOR USE I L El T 11 NOTE: b THE PROJECT SITE IS N07 LOCATED WITHIN AN A.C.E.C. C.°_:%Ml0NWEAL TH CC TRIC LOT 6 �1 a THERE ARE NO KNOWN WETLANDS OR WATERBODIES WITHIN C tr1l�?PA N Y EA SEhlt-- NT -7 �� °� 100' OF THE PROPERTY. `° ?n AREA -- 4n 934, AC. � ti ry ' WJ.DE.> a o N i LOT 16-1 TOTAL IMPERVIOUS PERCENTAGE : 70% MAX °' 1, i 69.99% PROPOSED BENCHMARK (BM A): TAG BOLT 328 ON HYD ELEV.=114.19 z BENCHMARK (BM B): RIM OF CB ELEV.=136.30 S 82i4g 2 I ZONING DISTRICTAND (INDUSTRIAL)/AP (AQUIFER PROTECTION DISTRICT) 5 t 14,09 I BUILDING SETBACKS: �.� FRONT=60' SIDE=30' REAR=30' P _ S ,g�;_ = ASSESSOR'S MAP 296 - PARCEL 26 AND A PORTION OF 27 — -.. _______-_-------__ Rtrrr r_�s.f,• LOCUS PROPERTY IS COMPRISED OF - —. r PLAN REFERENCES LOCUS DEED REFERENCES E'`10' 4,0 PLAN BOCK 419 PAGE 3 FLAN BOOK 6206 PAGE 84 r o. ""--F • • PLAN BOOK 416 PAGE 79 (FORMERLY LOT 16) __r... " COMMUNITY PANEL NUMBER 250001 000 C ` THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C E _ AREA OF MINIMAL FLOODING. Ae 7H Ar D E i — (PR1VArE 40' WIDE) - u LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND 1 R SHOULD BE VERIFIED IN THE FIELD BY THE APPROPRIATE • • c UTILITY COMPANY PRIOR TO ANY CONSTRUCTION. \\ 9 var �al T! N AN l 40.2 � I THIS PLAN IS BASED ON AVAILABLE RECORD INFORMAr 0 D f '° ` '° FIELD LOCATIONS BY THIS FIRM 'h\ r -- 00" 40' i FIELD BOOK REFERENCE BK CAPE 2 PG 1-10 � � I FIELD BOOK REFERENCE BK CAPE 1 PG 5-24 APPLICANT & OWNER 1 t 17 SPACES + I SHEPLEY WOOD PRODUCTS, INC. 216+ 1 R DRIVENTON 9 Y PHONE: 508 771-7969 — -- -- BUILDING PERMIT PLOT PLAN `•. :9"-v t o' FOR ADDITION IN t: T T 7- ANNI S MA . PREPARED FOR oo" SHEPLEY WOOD PRODUCTS JNC. J. K. HOLMCREN & ASSOCIATES INC. REGISTERED PROFESSIONAL ENGINEERS AND LAND SURVEYORS 9 1308 BE.LMONT STREET BROCKTONV, MA. 02401 PHONE (508)-583-2595 m>, )A6 Nk 40 0 40 80 120 Feet DATE. 3-25-98 ALAN D. << rc?sc.oE REV. DATE: REMARKS CIVIL p _ vrl �j C,YR F u` 96- 1684- 1 h:\cape\shepley.dwg 1 - : , _ I � ' • it _ r e 1 ? -i { •;` f. i IN R W i tu r e ) p ;A.PY I- 1 yy t y e -r; j Y *- .r 'j, LT I - p4loll ,^ j �+ J' ( S i a PEDESTAL, FOOTING FOCTER SCHEDULE (w/ anchor bolts) P9E�-4? ( (� Line I I Footing Size Pedestal Reinforcement Anchor Embed •- ; , i PJQ��_�►�: ! -mint I i Required Size Requirements Bait �pth ---- - A-1 11 1211x 410"x 516" 118"x 18" 5-#4 Bars EF w/ 2 ea NL k ^' 1 w/ 6-#4 Bars EW 1-#4 side bar Es 1-1/4"x 30" 26" } { - .� I I space 7„ o/e space 3-1/2" o/c l { l{ --„ ? 3f, -t ' A-2 II 12"x 4'6"x 7,0" 316"x 24" 10-#4 Bars EF w/ 2 ea --- - - . r1 -M4 sa.de bars ES 1-I/4"x 30" 2'6" j t II w/ i0e-#4 Bars -.�_,__ - . __. ...f-f. --- - - -. t _. - a 4" o/c 1"x 20" 1.6" A , ._ _ _ �.�_.! r._ � --�- �~ ' {..... _ .� �` x �i� ,;i � _.-_ 7 11 spec 4'" o/c 3spa.c l h ,- ,. r� " F t t ►,i l �-..7 1 i ._ �` et~ + a l-- q !,L - I { A-3 1 1 12"x 5'0"x 5'6" 3 8f,x lE" 9- i4 liars EF w/ 2 ea r /� Q ,.,f __ .� --• -- I_ ' J Y-t ` . I II apace 9" o/c 9p 4cs4de/baro%c 314Xx2106„ L6" w/ #4 Bars EW e� 1 3y`' _. '1...t9 _. w -- i -- , , � ,�' B-3,C-311 12"x 1'6"x 1'8" 1'0"x 16" 4-#4 Corner Bars 2 ea N - - 11 2 3/4"x 16" lt2" � D 3,E 3 -#4 Bars in �} +, t 6 0-3 It Strip Footing ! ,• �_.�'1 I I 16„x 6'6" square 1'6"'x 18" 3-#4 Bars EF w/ 2 ea F-1 I 9N wf 9-44 Bars EW 1-09 side bar ES 1-1f4"x 30" 26" F-2 I I 16"x 6 r 6" square 1'6"x 18" 3--04 Bars EF w/ 2 ea t - 11 w/ 9-#4 Bars EW 1-#4 side bar ES 1-1/d"x 30" �6" F-3 11 12"x 5 6' square 1'6"x 24' 3-#4 Bars EF w/ 2 ea w/ 6-#4 Bars EW 2-#4 side bar ES 3/4"x 16" 112" } = + H 1 12"x 4'0"x 516" 1'8"x 26" 4-#4 Bars EF wf 2 ea w 5-#4 Bars EW 2-#4 side bars ES 3/4"x 16" 112" I > - fp �� • 1 I I space 9" o/c space 4-1/2" o/c __. .T—_._ ..—._._ _,.. t^.______ ._-__-__..—. ...__._. __�+�-'�';• ..,__,_,T I + , :' �Y' s U \NI 1,L.. `sl..:°Jh �_� i__ I I — .?— n 1. , � i.i!► h✓` DF H-2 11 12'x 4' -"x 6'6" 2,8"x 26" 8-#4sBarabEF w/S 3/ 2 ea 6 1 YG -- r - 4 de are E x 1 12" - f P��121 i� . �uT�� I 11 w/ 7-#4 Bars EW 2 # i /n q„ " _ space 4" o; n• 1 - � "-` �� �'' ' � �� ; ����r •����� _ ; ti-3 I I 12p� a ,► �, - , II g "x ,'G�'S'6" 3'8"x 24" 9-#4 Bars EF wf 2 ea C M A+k G. I 1 w/ ♦4 Bars EW l-#4 side bar ES 3/4"x 16" 12ff ii sp a 9" o,/c space 4-1/2" o/c 3/4"x 16" 12" Notes to work a. Di sions are width (parallel to) x depth (perp to) wall faces b. Co umnn wall ties to be #3 hoops spaced 12" o/c 1 c. hor bolt projections to be 3" � I s d. concrete cover 3" from face; earth and open sections alike e. # Bar lap splice distance -> 22" a 1 f-. H ine includes 12" wall set-back to front of steel line � �------ � i_--__-�-- -�-� •__---,,,. -,.+. -� � t f _, i��teat ��1� ��- , I , ! �P� g9C _.. OF ; �1 0 -i. VARNlJM fn t i AL F,ECHA OC9( ao. 30 r._ ' / i i Z i G fi ,c ; I !i �►t 1�7 .�* FSSIOIST I l � t r _ { 1 t 1 -a U llp i�L u FL..' { t _ t , DATE. 7 t U a' f `' �.t,.. - -\ ! � � { _ s � � , p � I REVISED �r 1 _ _ I 1 _ Y W ;__ __ _._ _ DONALD I. MEYER ` y M t I 1 i I Professional Building Designer ��- D 1 , + - - _ -- - -- P.G. Box 53� W — — _ _ T—� _.... f . tiCl {)�fSE?� NG(NUMBER -- -+"-- 2 DRAWING _ r - -, j { f 7 /,� Yarmau d'-?l"� C_1 (508)394-5296 ,?e+, _, .,.. -r' ..:' '+: -.fPS °' „".^''".^r.p? .., ^-•ram< - x*• ,y..--.a-:, t , > _ 4 46. Al.77 _ •T . f , - _ t- _. y . T 41 --- - f I ' j - - -- --- I , 0 { t . t I. 40 f -- ► o i 0" i t 0 k � � t i } O b , e i t z I I O F SASS A. M_ I T. VAANUF1 � SS .y`i PHILBR(.:f AN , L ' f o 30b o i ! fSct�NAtL. �yG A P9 ?- �I f — e,a ? t I r} { ' O k ��r r DATE _ 12 REVISED DONALDI, MEYER -, 9 I Professional Building Designer 71 ' � k - —+ -t ---; P.O. Box 532 r ) �/ 664 DRAWING NUMBER Elf 11 !� - iM^� 1, �/2_ �, Yarmouth,MA 02 ►�-ors - __ - ___—__-- __ N Y h - (508)3945296 •• `9-1 gLia f PAri.r MAP a56�•P�S �a6, �'�7 ,� ``QQ`���� 3 j PTOWN OF B�RN5TABLE BUILDING PERMIT AP PL(ICA�ON � ��� �� , --2�— P .-fr-PCB--f�3-1-4—PEt m n 6n, —7-7 M01 n nri Map -�- " Parcel �� 40 Permit# 7 ANT HURT OBTAM A SEWER Health Division "NNECTION PERMIT PROM THE Us r Coves-e-z r ro Date Issued �J 00- C%�t�TBbTCT{ON i cr�.�••s Se:wu,i. �l,s. t ���✓`�3 t�Conservation Division Fee s Tax Collector . + - TreasureLy::::::� � a.�Z, la Planning Dept. Date Definitive Plan Approved by Planning Board /✓� (� Historic-OKH Preservation/Hyannis A UN pI a0 tlq ). Project Street Address -Hyanni s FjQAPJeLilu C Village Barnstable Owner Maraspi n Creek Realty Trust Address 216 Thornton Drive, Hyannis , �1A 02601 Telephone 508-862-6200 Permit Request To construct steel warehouse building Gross Area = 29,925 square feet Outside Storage = 5,625 square feet Inside Storage = 24,300 square feet Square feet: 1st floor:gi proposed 24,300 2nd floor: existing proposed Total new 24,300 t -- Estimated Project Cos 0 Zonin District Industrial Flood Plain Groundwater Overlay Y Construction Type Steel Bui l'di ng Lot Size Lot 19A = 3.25 acres Grandfathered: ❑Yes No If yes, attach supporting documentation. Lut 20 = 3.29 acres Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure N/A Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) N/A Basement Unfinished Area(sq.ft) N/A Number of Baths: Full: existing new None Half: existing new None Number of Bedrooms: existing new None !� Total Room Count(not including baths): existing new 3 First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil X7 Electric ❑•Other Central Air: ❑Yes 6 No Fireplaces: Existing New None Existing wood/coal stove: ❑Yes No Detached garage:0 existing ❑new size Pool: 0 existing ❑new size Barn:❑existing ❑new size Attached garage:0 existing ❑new size Shed:0 existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# N/A Recorded❑ Commercial l9 Yes ❑ No If yes,site plan review# SPR 115-99 Current Use Proposed Use Lumber & Building Materials Distribution BUILDER INFORMATION Name Hamilton N. Shepley Telephone Number 508-862-6262 Address 216 Thornton Drive License# CS025526 Hyannis, MA 02601 Home Improvement Contractor# N/A Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO Appropriate disposal or recyclingtfacility depending o he specific material . SIGNATURE DATE �-Q� { FOR OFFICIAL USE ONLY PERMIT NO. -DATE ISSUED MAP/PARC�EiT_,NO. .» _ 'C, ADDRESSs� "� 11, __ VILLAGE x ur OWNER .`" DATE OF INSPECTIQ : FOUNDATION FRAME INSULATION FIREPLACE ' ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH fFINAL GAS: _ ROUGH FINAL FINAL BUILDING DATE CLOSED OUT - ASSOCIATION PLAN NO. r- TOWN OF BARNSTABLE CERTI ICATE- OF OCCUPANCY PARCEL ID 000 000 191 GEOBASE ID ADDRESS 60 BENJAMIN FRANKLIN W - PHONE BARNSTABLE ZIP - LOT 19A,20, BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT PERMIT 53506 DESCRIPTION COMMERCIAL WAREHOUSE BLDG. PERMIT it 47942 ' PERMIT TYPE BCOC TITLE OCCUPANCY/NEW COMMERCIAL CONTRACTORS: Department of Health, Safety ARCHITECTS: , and Environmental Services TOTAL FEES: 1ME CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE P' * BARNSTABLE, • MASS. Ep� BUILDING DIVI,,IO BY DATE ISSUED 12/04/2001 EXPIRATION DATE TO; I+ BARNST.ABLE 60 DAY TEMP_EERT.OF OCCUPANCY : I PARCEL ID 0.00 000 191 GEOBASE -ID ..� I ADDRESS:,-' 60 BENJAMIN FRANKLIN W PHONE BARNSTABLE ZIP - LOT 19A,20, BLOCK LOT SIZE i DBA DEVELOPMENT DISTRICT PERMIT 53506 DESCRIPTION 60 DAY TEMP.C_O.-WAREHOUSE BLDG.PMT047942 PERMIT TYPE BTC00 TITLE TEMP. OCCUPANCY PERMIT CONTRACTORS: tV Department of Health, Safety ARCHITECTS: rand Environmental Services TOTAL FEES WE BOND $.00 CONSTRUCTION• COSTS $.00�, I 756 CERTIFICATE OF OCCUPA97 1. PRIVATE P -BARNSTABLE, 039. BUILDING DIVISIBY �OI�V DATE ISSUED 05/22/2001 EXPIRATION DATE 07/22/2001 TOWN. b ,BAR.NSTABLE TEMPORARY CERT ATE OF OCCUPANCY PARCEL ID 000 OOO 191 GEOBA D- ADDRESS •-`60 BENJAMIN FRANKLIN W PHONE BARNST.ABLE ZIP LOT 19A,20, BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT PERMIT 53506 DESCRIPTION -30 DAY TEMP.C.O.-WAREHOUSE BLDG.PMT#47942 PERMIT TYPE BTC00 TITLE TEMP. OCCUPANCY PERMIT CONTRACTORS: " Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: BOND $.00 OxIm CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE ] � * BARNSTABLE, ' MASS. 16 Ep�l BUILDING DIVIS'IOO, ; BY r --- -�-- DATE ISSUED 05/22/2001 EXPIRATION DATE 06/22/2Q41 -.:.�- TOWN ,Q� BARNSTABLE MITT.-DING PERMIT _ d , PARCEL T 000 191 AS, 3 ADDRESS ", 60 BENJAMIN FRANKIIN W ' PHONE BARNSTABLE $ ZIP LOT 19A,20, BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT PERMIT 47942 DESCRIPTION STEEL WAREHOUSE BLDG. - 24,300 SQ_ FT. PERMIT TYPE BUILDC TITLE COMMERCIAL BUILDING CONTRACTORS: HAMI LTON N. SHEPLEY Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: $2,623.00 THE BOND . $.00 CONSTRUCTION COSTS $430,000.00 324 PROF, BANKS, OFFICE BLDG 1 PRIVATE PUT Eiy. ; * HARMABLE, • MASS.' i w`� FD M1� BUILDL�I,G,�, `VIS ON , DATE ISSUED 08/08/2000 EXPIRATION DATE �!' `" 'TOE _b BARNESTABLRi PARCEL-ID 000 000 191 � G;EOBA 11), ADDRESS ��60 'BENJAMIN ]?RANK-'IN W•:, x +� PTIONE BARNSTABLE �• �a . } 4 a� ZIP LOT 19A,20, BLOCK LOT SIZE _.�.�. D13A DEVELOPMENT DISTRICT PERAIT 47942 DESCRIPTION STEEL WAREHOUSE BLDG. u- 24,300 SQ. FT. PERMIT TYPE BUILDC TITLE COMMERCIAL BUILDING CONTRACTORS: H:AMILTON N. SHEPLEY Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL LEES: $2,623.00 .BOND $.00 y CONSTRUCTION COSTS $430,000.00 ' 324 PROF, BANKS, OFFICE L'.LDC PRIVATE PI 3TABM +' MASS. 039. �Ep A I Y BUILDI,N. DI 'ISI N .. BY DATE ISSUED 03/�6/2000 EXPIRAT^ION DATE •or THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OFTHIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. - - --- MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS "�7 �( 2 O /12.^^ 2 2 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH OTI IER: ITE PLAN REVIEW APPROVAL J WORK SHALL N PROCE9 UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR AS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAG S OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTI FICA- TION. NOTED ABOVE. TION. 63SO G BUILDING PERMIT Addre.ss:. 1AM, Permit#: Date: Aq LARGE ROLLED PLANS ARE IN BOX FOR ARCHIVING. PROJ`EC NAME. Y- ADDRESS:- G/ PERMIT# PERMIT DATE: M/P• LARGE ROLLED PLANS ARE IN: B®X SLOT Data entered M MAPS program on: BY: c C 14830.00 TOWN OF BARNSTABLE BUILDING DEPARTMENT FINAL AFFIDAVIT THE COMMONWEALTH OF MASSACHUSETTS On this 181h day of May, 2001 before me, Suzanne Krauss, A Notary Public duly commissioned and qualified for the Commonwealth of Massachusetts, personally appeared John A. Bologna, P.E., who being duly sworn, deposes that he has inspected the construction of Shepley Wood Products Storage Building located off Thornton Drive under permit number 47492, and that this structure conforms to the submitted plans and to the codes of the Town of Barnstable and the Commonwealth. Further, that any required approvals and material affidavits have been submitted, and that there are no violations of law of orders of the Department of Public pending. I, as the affidavitted structural engineer of record hereby certify that I have made periodic inspections of the subject property and find that the project in is general conformance with plans and specifications and rules and regulations of the codes of the.Commonwealth. Therefore, I request a Certificate of ancy be issued for the above address. o JOHN A. ®O1 OQNA Origin I ,r Date Barnstable, ss - � �� Commonwealth of Massachusetts Subscribed and sworn to before me this /8 - day of otary Public My Commission Expires: DIdoc/C14000/14830/structural inspections/final affidavit.doc STRUCTURAL INSPECTION REPORT # 1 To: Building Department, Town of Barnstable Project: Lumber Storage Building Job No: C14830.00 Shepley Wood Products Location: 216 Thornton Drive Date/Time: August 21, 2000 at 9:00 a.m. Hyannis, MA REPRESENTATION Contractor: R.B. Our Owner: Shepley Wood Products A construction inspection was conducted at the above referenced project. The following is a report on observations and comments noted during inspection: 1. Site clearing and excavation work is underway. Lower parking grading is in process. 2. Geotechnical investigation report and compaction requirements were reviewed for placement of structural fill. Procedures and recommendations for compaction testing were also determined. 3. Loose materials in the upper stratum of the existing site in the vicinity of the proposed building are to be cut to below the proposed bottom of footing elevation. New structural fill borrow material shall be placed in compacted lifts as per project specifications and geotechnical report recommendations. Overall workmanship is good and in general conformance with the design plans. and specifications. Submitted by: John A. Bologna, P.E. cc: Representation d/docs/14800/14830/I nspection#1 STRUCTURAL INSPECTION REPORT # 2 To: Building Department, Town of Barnstable Project: Lumber Storage Building Job No: C14830.00 Shepley Wood Products Location: 216 Thornton Drive Date/Time: September 13, 2000 at Hyannis, MA 9:00 a.m. REPRESENTATION Contractor: R.B. Our Company Owner: Shepley Wood Products A construction inspection was conducted at the above referenced project. The following is a report on observations and comments noted during inspection: 1. Lower parking level is rough graded and compacted; precast concrete drainage pits delivered and stockpiled on site. 2. Upper tier foundation base rough graded and compacted to proposed bottom of footing elevation. 3. Compaction testing reports received from Briggs Engineering and testing was reviewed and found compaction of structural fill to be in compliance with project specifications. Overall workmanship is good and in general conformance with the design plans and specifications. Submitted by: John A. Bologna, P.E. cc: Representation d/docs/14800/14830/1 nspection#2 STRUCTURAL INSPECTION REPORT # 3 To: Building Department, Town of Barnstable Project: Lumber Storage Building Job No: C14830.00 Shepley Wood Products Location: 216 Thornton Drive Date/Time: October 4, 2000/10:30 a.m. Hyannis, MA REPRESENTATION Contractors: R.B. Our Company All Cape Foundations Owner: Shepley Wood Products A construction inspection was conducted at the above referenced project. The following is a report on observations and comments noted during inspection: 1. Lower parking level rough grading is nearly complete; drainage structures have not been installed 2. Rock wall construction underway. Lower tier is set with large stone and contoured to match proposed grades. Adjustments to the embankment contour made to accommodate the site conditions are within design parameters. 3. The uppers section of the rock wall may be armored with smaller"trap rock" size stones for erosion control. 4. Upper tier foundation footings are poured and two wall segments are in place along column lines D and 17. Walls are formed, reinforcing placed and ready for concrete placement along column lines A and 1. A short wall section along column line A is being left open for vehicle and equipment access to the inner building area. 5. Vertical dowels at the foundation wall to slab/footing interface are required and must be placed prior to concrete pour. A vertical bulkhead and horizontal extension dowels will be placed at the construction cold joint. 6. Compaction testing reports received from Briggs Engineering and testing was reviewed and found compaction of structural fill to be in compliance with project specifications. Overall workmanship is good and in general conformance with the design plans and specifications. Submitted by: John A. Bologna, P.E. JAB:dlb cc: Representation D:/docs/14800/14830/Structura I Inspections/#3 STRUCTURAL INSPECTION REPORT# 4 To: Building Department, Town of Barnstable Project: Lumber Storage Building Job No: C14830.00 Shepley Wood Products Location: 216 Thornton Drive Date/Time: October 11, 2000/2:00 p.m. Hyannis, MA REPRESENTATION Contractors: R.B. Our Company All Cape Foundations Owner: Shepley Wood Products A construction inspection was conducted at the above referenced project. The following is a report on observations and comments noted during inspection: 1. Lower parking level rough grading is complete; drainage structures drainage structures installation underway 2. Rock wall construction underway. Lower tier is set with large stone and contoured to match proposed grades. Adjustments to the embankment contour made to accommodate the site conditions are within design parameters. 3. Upper tier foundation wall segments are in place all perimeters and ready for continuous strip footing installation 4. Construction joint details and placement were reviewed. Travel slab construction joints shall match strip footing joint details. 5. Compaction testing reports received from Briggs Engineering and testing was reviewed and found compaction of structural fill to be in compliance with project specifications. Overall workmanship is good and in general conformance with the design plans and specifications. Submitted by: John A. Bologna, P.E. JAB:dlb Cc: Representation D:ldocs/14800/14830/Structural l nspections/#4 STRUCTURAL INSPECTION REPORT # 5 To: Building Department, Town of Barnstable Project: Lumber Storage Building Job No: C14830.00 Shepley Wood Products Location: 216 Thornton Drive Date/Time: November 2, 2000/ 10:00 a.m. Hyannis, MA REPRESENTATION Contractors: R.B. Our Company Outer Cape Finishers Owner: Shepley Wood Products A construction inspection was conducted at the above referenced project. The following is a report on observations and comments noted during inspection: 1. Lower parking lot is finished and paved 2. Rock wall construction completed. Lower tier is set with large stone and contoured to match proposed grades with trap rock facing extending from the large stone base up to the upper tier. Chinking stone in-fill is required between voids in the larger stones. 3. Perimeter foundations and continuous strip footing are installed. Concrete is being poured and finished at slab under building overhang at column line A. 4. Overlap mesh reinforcing is required in slab at end wall dowels at slab to wall interface. 5. Construction and expansion joint 6. Compaction testing was completed under two middle slab sections and found to be in compliance with project specifications, pending receipt of compaction test reports. Overall workmanship is good and in general conformance with the design plans and specifications. Submitted by: John A. Bologna, P.E. JAB:dlb Cc: Representation D ldocs/14800/14830/Structural Inspections/#5 STRUCTURAL INSPECTION REPORT # 6 To: Building Department, Town of Barnstable Project: Lumber Storage Building Job No: C14830.00 Shepley Wood Products Location: 216 Thornton Drive Date/Time: December 13, 2000/ 10:00 a.m. Hyannis, MA REPRESENTATION Contractors: R.B. Our Company Outer Cape Finishers Owner: Shepley Wood Products A construction inspection was conducted at the above referenced project. The following is a report on observations and comments noted during inspection: 1. Concrete foundation and slab construction is completed. 2. Pre-fabricated metal building frame is erected and properly tied to foundation with anchor bolts set in epoxy filled holes. 3. Three horizontal angle braces are missing on interior rack frames. 4. Anchor bolt on southeast doorjamb is sheared off. Re-drill hole and install new anchor bolt set in epoxy. Overall workmanship is good and in general conformance with the design plans and specifications. Submitted by: John A. Bologna, P.E. JAB:jtl/dlb Cc: Representation D ldocs/1.4800/14830/Structural Inspections/#6 STRUCTURAL INSPECTION REPORT # 7 To: Building Department,artment,Town of Barnstable Project: Lumber Storage Building Job No: C14830.00 Shepley Wood Products Location: 216 Thornton Drive Date/Time: March 29/2:00 p.m. Hyannis,MA REPRESENTATION Contractors: National Store Fixtures Owner: Shepley Wood Products A construction inspection was conducted at the above referenced project. The following is a report on observations and comments noted during inspection: Pre-fabricated metal building frame is erected with storage racks and siding installed. Structural testing reports reviewed and final report submitted for final testing approvals. The project is substantially completed with the following punch items remaining for final completion: 1. Base column support requires reworking at columns shown on view A/A2 and detail G/A5. 2. Continuous 4x2x14 G/A clip angle is required at both gable and curtainwalls as shown on details V/A5 and T/A6. 3. Exposed steel beams at roof overhang require closures;recommend that exposed beams be coated with rust inhibitive paint. Overall workmanship is good and in general conformance with the design plans and specifications. Submitted by: 05 obn A.Bologna,P.E. JAB/JTL/dlb cc: Representation D. :I 00C148W 148301Structural-InspectionsVnspection#7.doc STRUCTURAL INSPECTION REPORT # 8 To: Building Department,Town of Barnstable Project: Lumber Storage Building Job No: C14830.00 Shepley Wood Products Location: 216.Thornton Drive Date/Time: May 17, 2001/ 10:30 a.m. Hyannis,MA REPRESENTATION Contractors: National Store Fixtures Owner: Shepley Wood Products A construction inspection was conducted at the above referenced project. The following is a report on observations and comments noted during the inspection of the structural retrofit work at columns on view A/A2 1. Column base plate extensions and column knee brace supports on view A/A2 were reworked to accommodate storage rack installation as per revised detail by National Store Fixtures Co. 2. Knee brace weldments require reworking as follows: • Weldments are missing at k-brace#3 top, #5 top, #6 top, #7 bottom, #8 bottom, #10 bottom, and#13 bottom. • Rework discontinuous welds and repair weld craters; all craters shall be filled to provide the specified weld size. • Remove slag and wire brush clean weldments for final inspection and application of finishes 3. Continuous 4x2x14 G/A clip angles are installed at both gable and curtain walls as shown on details V/A5 and T/A6. Overall workmanship is good and in general conformance with the design plans and specifications. Submitted by: j/hn A.Bologna,P.E. JAB/jmb cc: Representation D:WOO 4800V48301Structural-InspectionsUnspection#8.doe C14830.01 Statement of Structural Tests and Inspections For Compliance with Chapter 17 of the Massachusetts State Building Code Project: Shepley Wood Products— Lumber storage building Location: 216 Thornton Drive, Hyannis, MA Owner: Shepley Wood Products, Inc. Owner's Address: 216 Thornton Drive Hyannis, MA Architect of Record: National Store Fixtures Structural Engineer of Record: John Bologna, Coastal Engineering This Statement of Structural Tests and Inspections is submitted as a condition for permit issuance in accordance with Chapter 17, Structural Tests and Inspections, of the Massachusetts State Building Code. It includes a Schedule of Structural Tests and Inspections applicable to this project as well as the identity of individuals, approved agencies, and firms intended to be retained for conducting these tests and inspections. The Structural Engineer of Record shall keep records of all inspections, and shall furnish inspection reports to the Building Official, Owner, and Architect of Record. Discovered discrepancies shall be brought to the immediate attention of the Contractor for correction. If such discrepancies are not corrected, the discrepancies shall be brought to the attention of the Building Official, Owner, and Architect of Record. The Structural Tests and Inspections program does not relieve the Contractor of his or her responsibilities. Interim reports shall be submitted by the Structural Engineer of Record to the Building a Official, as required by the Building Official. Copies of said reports will be submitted to the Owner and Architect of Record. A final report documenting completion of all required Structural Tests and Inspections and correction of any discrepancies noted in the interim reports shall be submitted by the Structural Engineer of Record to the Building Official, Owner and Architect of Record prior to the issuance of a Certificate of Use and Occupancy. Job site safety is solely the responsibility of the Contractor, and is not part of the program of Structural Tests and Inspections. Materials and activities to be inspected do not include the Contractor's equipment, and the means, methods, and procedures used to erect or install the materials or assemblies listed. Interim Report Frequency: Monthly Prepared by Structural Engineer of Record: John A. Bologna, P.E. Date Owner's Authorization: Building Official's Acceptance: Signature Date Signature Date C14830.01 July 21, 2000—Sheets 2 of 6 Project: Shepley Wood Products Hyannis, MA Schedule of Structural Tests and Inspections The following sheets comprise the Structural Tests and Inspections for this project as required by the Structural Engineer of Record and applicable Building Code. The Construction Divisions which require Structural Tests and Inspections for this project are as follows: ® Earthwork ❑ Driven Piles ❑ Drilled Piers ® Cast-In-Place Concrete ❑ Prestressed Concrete ❑ Precast Structural Concrete ❑ Reinforced Concrete Masonry Units ® Steel Framing ❑ Structural light Gauge Metal Framing ❑ Wood Framing ❑ Wall Panels and Veneers ❑ Special Cases Inspection Agency Firm/Address Phone/Facsimile 1. Structural Test and Briggs Engineering &Testing (781) 871-6040 Phone Inspection Administrator 100 Weymouth Street, Unit 131 (781) 871-7982 Fax Rockland, MA 02370 2. Testing Agency Briggs Engineering & Testing (781) 871-6040 Phone 100 Weymouth Street, Unit B1 (781) 871-7982 Fax Rockland, MA 02370 3. Engineer Coastal Engineering Co., Inc. (508)255-6511 Phone 260 Cranberry Highway (508)255-6700 Fax Orleans, MA 02653 NOTE: The qualifications of personnel performing Structural Tests and Inspections activities are subject to the approval of the Owner and Building Official. C 14830.01 July 21, 2000—Sheets 3 of 6 Project: Shepley Wood Products Hyannis, MA Schedule of Structural Tests and Inspections Construction Division — Earthwork Item Inspection Scope Agency No. 1. Compacted Structural 2 Obtain field samples, perform laboratory sieve analysis and Fill generate moisture density curves to be used for field standard proctor tests; perform field compaction tests for all structural fill materials. 2. Soil Bearing Strata for 2 Once site and foundation excavations are proposed to be Footings and Slabs-On- completed (in whole or in part), observe and inspect Grade portions of the soil strata beneath all types of interior and exterior slabs-on-grade and continuous wall and individual column footings. Determine whether at these elevations, the soil strata for the slabs-on-grade and footings is adequate to support the contact pressures noted in the Contract Documents, or if additional excavation is required. 3. Submittals 2 Confirm that approved submittals are on site for fill materials geotextile fabric, and other submittals required by the Contract Documents. Review submittals, compaction test results and sieve analyses for fill materials to be placed within building footprint for compliance with Contract Documents. C14830.01 July 21,2000—Sheets 4 of 6 Project: Shepley Wood Products Hyannis, MA Schedule of Structural Tests and Inspections Construction Division —Concrete Item Inspection Scope Agency No. 1. Mix Proportions and 1 & 3 Review mix proportions for compliance with ACI 318-95 Mixing Technique Chapter 4 and Sections 5.2, 5.3 and 5.4 and the Contract Documents. Review mixing technique for compliance with ACI 318-95 Section 5.8 and the Contract Documents. 2. Material Certifications 1 & 3 Review material certifications and product data for compliance with ACE 318-95 Chapter 3 and the Contract Documents 3. Reinforcement 3 Observe and inspect portions of the reinforcing bar size, Installation spacing, location, cover, splicing ties, supports, cleanliness and details for conformance with ACI 318-95 Section 7.4 through 7.11 inclusive and the Contract Documents. 4. Formwork 3 Observe and inspect portions of the formwork placement, geometric shapes, cleanliness, dryness, lightness, clear cover of reinforcement, removal and reshoring for conformance with ACI 318-95 Section 6.1 and 6.2 and the Contract Documents. 5. Concrete Placement 1 & 3 Observe and inspect portions of the operations of concrete placement for conformance with ACE 319-95 Section 5.9 and 5.10 and the Contract Documents. 6. Evaluation of Concrete 1 Sample and test concrete specimens in accordance with Strength and Sampling ACI 318-95. of Concrete Perform field tests during placement as follows: • All sampling of concrete shall take place after the addition of water, if any, at the site. Record the amount of water added. • Record time elapsed from addition of water to cementitious materials at plant to depositing concrete in forms. Notify the General Contractor's Superintendent and the Special Inspector immediately when the maximum allowed mix time limits will be exceeded. • All sampling of concrete shall be performed at the point of discharge (i.e., end of chute for non-pumped and end of hose for pumped concrete). • Slumped: One test (ASTM C143)for each set of compression test specimens made. • Air Content: One test(ASTM C231)for each set of compression test specimens made. • Concrete Temperature: Record ambient air temperature at time of depositing concrete in the forms. C14830.01 July 21, 2000—Sheets 5 of 6 Project: Shepley Wood Products Hyannis, MA • . Samples for strength of each class of concrete placed shall be taken for each 150 cubic yards of concrete, not less than once for each 5000 square feet of surface area for slabs or walls. • If total volume of concrete is such that frequency of testing required by above would provide less than five strength tests for a given class of concrete, tests shall be made from at least five randomly selected batches or from each batch of fewer than five batches are used. • Six cylinders for each strength test shall be molded and laboratory-cured in accordance with "Practice for Making and Curing Concrete Test Specimens in the Field" (ASTM C 31)and tested in accordance with "Test Method for Compressive Strength of Cylindrical Concrete Specimens"for determining fc. • A strength test shall be the average of the strengths of two cylinders made form the same sample of concrete and tested at 7 and 28 days for determination of fc. Two specimens shall be retained in reserve for later testing at 56 days if the 28 day test results are unsatisfactory. • Samples of strength tests shall be taken in accordance with "Method of Sampling Freshly Mixed Concrete (ASTM C172). 7. Curing and Protection 1 & 3 Observe and inspect portions of the curing and hot and cold weather procedures for compliance with ACI 318-95 Sections 5.11, 5.12, and 5.15 and the Contract Documents. 8. Submittals 1 & 3 Confirm that approved submittals are on site for the mix designs, formwork, reinforcing, curing, post-tensioning, hot and cold weather procedures, and other submittals required by the Contract Documents. C14830.01 July 21, 2000—Sheets 6 of 6 Project: Shepley Wood Products Hyannis, MA Schedule of Structural Tests and Inspections Construction Division —Steel Framing Item Inspection Scope Agency No. 1. Material Certificates 1 Review the Manufacturer's Certificates of Compliance of the following for conformance with the Control Documents: • Bolts, Nuts and Washers • Structural Steel in accordance with ASTM A36 or A568; and • Welding Electrodes 2. Material Markings 2 Observe and inspect portions of the material marking for conformance with the Contract Documents and the references standards listed below: • Bolts, Nuts and Washers (including anchor bolts, alternate fasteners, and load-indicating devices): ASTM Material Specifications as listed in AISC ASD "Specifications for Structural Steel Buildings", Section A3.4. • Structural Steel: ASTM Material Specifications as listed in AISC ASD "Specification for Structural Steel Buildings"Section A.3.1. • Weld Filler Metals: AWS D1.1 and D1.4 Material Specifications as listed in AISC "Specification for Structural Steel Buildings", Section A.3.6 3. High-Strength Bearing Observe and inspect all shop and field bearing-type Type Bolted connections (i.e., not within the slip-critical category)for a Connections snugtight condition (i.e., the tightness that exists when all plies in the joint are in firm contact). Observe and inspect a portion of the tightening methods and washer requirements for conformance with AISC's "Specification for Structural Joints Using A325 of A490 Bolts"and the Contract Documents. 4. Welding 2 Visually inspect all shop and field welds of all types for the criteria listed in Table 6.1 of AWS D1.1. Perform an Ultrasonic Inspection of all shop and field partial joint and complete joint penetration groove welds for the full length of each weld for conformance with Chapter 6 of AWS D1.1 and the Contract Documents. Acceptance criteria shall be as specified in Chapter 6 of AWS D1.1. Review the welding electrodes, equipment, processes and operators for conformance with AWS D1.1 and the Contract Documents. Review welders' certifications for conformance with the Contract Documents and AWS D1.1, D1.3, and D14 requirements. `=cam i May 18,2001 C14830.00 iT T Town of Barnstable 1AL Building Department GI 367 Main Street. ....RING Hyannis,MA 02601 H i COMPANY,INC. Y 260 Cranberry Highway Route 6A Re: Shepley Wood Products Orleans,MA 02653 Lumber Storage Building Permit#47492 PHONE Dear Building Commissioner: 508.255.6511 Pursuant to the requirements of 780 CMR 116.0 we have conducted periodic inspections during 508.487.9600 the construction of the reference project. We have also reviewed independent testing reports Provincetown prepared by others for testing as per the statement of structural tests and inspections submitted as 508 778 9600 part of the building permit application. Hyannis FAX As required,please find enclosed final affidavit for controlled construction,copies of filed 508.255.6700 inspection reports, a summary of structural tests and inspections, and copies of structural testing reports prepared by the independent testing company E4 Am info@ceccapecod•com To our best knowledge,the work is now completed and the project is ready for the issuance of a WBa sm Certificate for Occupancy. wwwceoapecod.com Please let me know if you require any additional information. ENGDMING Very truly yours, Civil Sanitary COASTAL ENGINEERING CO., INC. Structural Emdroninental Marine Site John A. Bologna,P.E. LANs SURVEYING Vice President TECHNICAL SERVICES CONSULTANTS JAB/dlb Enclosures COASTAL ENGNMUNG exists to help our cc: Tony Shepley clients achieve their Mike Cippro goals.We do this by Thomas W.Joy, P.E. understanding our dientd needs;by i understanding the issues that impact their Projects;and by Providing appropriate consulting,engineering and surveying solutions. D:\DOC\C14800V 483Mtructural-Inspections\Letter for CO.doc —� C14830.01 Statement of Structural Tests and Inspections For Compliance with Chapter 17 of the Massachusetts State Building Code Project: Shepley Wood Products—Lumber storage building Lr� TAL Location: 216 Thornton Drive, Hyannis, MA Owner: Shepley Wood Products, Inc. GIN RING Owner's Address: 216 Thornton Drive C&TANY,INC. Hyannis, MA 260CmberryHi6way Architect of Record: National Store Fixtures Route 6A Structural Engineer of Record: John Bologna, Coastal Engineering Orleans,MA 02653 This Statement of Structural Tests and Inspections is submitted as a condition for permit issuance in accordance with Chapter 17, Structural Tests and Inspections, of the PHONE Massachusetts State Building Code. It includes a Schedule of Structural Tests and 508.255.6511 Inspections applicable to this project as well as the identity of individuals, approved Orleansagencies, and firms intended to be retained for conducting these tests and inspections. 508.487-9600 Provinxtown The Structural Engineer of Record shall keep records of all inspections, and shall furnish 508-7739600 inspection reports to the Building Official, Owner, and Architect of Record. Discovered Hyannis discrepancies shall be brought to the immediate attention of the Contractor for FAX - correction. If such discrepancies are not corrected, the discrepancies shall be brought 508 255.6700 j to the attention of the Building Official, Owner, and Architect of Record. The Structural Tests and Inspections program does not relieve the Contractor of his or her info xcapd.com eco responsibilities. wEa sm Interim reports shall be submitted by the Structural Engineer of Record to the Building wwwcbocapecod•com Official, as required by the Building Official. Copies of said reports will be submitted to € the Owner and Architect of Record. ENGDUM NG A final report documenting completion of all required Structural Tests and Inspections I Civil and correction of any discrepancies noted in the interim reports shall be submitted by Sanitary the Structural Engineer of Record to the Building Official, Owner and Architect of Record { Stmcft al prior to the issuance of a Certificate of Use and Occupancy. Enviro�ental MarinSite Job site safety is solely the responsibility of the Contractor, and is not part of the LatiN A program of Structural Tests and Inspections. Materials and activities to be inspected do n sz m�EYnvc not include the Contractor's equipment, and the means, methods, and procedures used i CONRTLUms to erect or install the materials or assemblies listed. Structual Analysis Project Feasibility Interim Report Frequency: Monthly Shorefrcnt Protection Prepared by Structural Engineer of Record: Cons ,ENGNMUNG j exists to help our clients achieve their e o goals We do this by Joh A. Bologn , P.E. Date understanding our clents'reeds;by Owner's Authorization: Building Official's Acceptance: underst�iding the issues#fat impact their proiem;and by providing appropriate _ Signature bate Signature Date consulting, engineering and surveying;solutions. i - C 14830.01 July 21,2000—Sheets 2 of 6 Project: Shepley Wood Products Hyannis, MA Schedule of Structural Tests and Inspections The following sheets comprise the Structural Tests and Inspections for this project as required by the Structural Engineer of Record and applicable Building Code. The Construction Divisions which require Structural Tests and Inspections for this project are as follows: ® Earthwork ❑ Driven Piles ❑ Drilled Piers ® Cast-In-Place Concrete ❑ Prestressed Concrete ❑ Precast Structural Concrete ❑ Reinforced Concrete Masonry Units ® Steel Framing ❑ Structural light Gauge Metal Framing ❑ Wood Framing ❑ Wall Panels and Veneers ❑ Special Cases r s ection A enc Firm/Address Phone/Facsimile Structural Test and Briggs Engineering &Testing (781) 871-6040 Phone Inspection Administrator 100 Weymouth Street, Unit B1 (781) 871-7982 Fax Rockland, MA 02370 2. Testing Agency Briggs Engineering &Testing (781) 871-6040 Phone 100 Weymouth Street, Unit B1 (781) 871-7982 Fax Rockland, MA 02370 3. Engineer Coastal Engineering Co., Inc. (508) 255-6511 Phone 260 Cranberry Highway (508) 255-6700 Fax Orleans, MA 02653 NOTE: The qualifications of personnel performing Structural Tests and Inspections activities are subject to the approval of the Owner and Building Official. C14830.01 July 21,2000—Sheets 3 of 6 Project: Shepley Wood Products Hyannis, MA Schedule of Structural Tests and Inspections Construction Division—Earthwork Item Inspection Scope Agency No. 1. Compacted Structural 2 Obtain field samples, perform laboratory sieve analysis and Fill generate moisture density curves to be used for field standard proctor tests; perform field compaction tests for all structural fill materials. 2. Soil Bearing Strata for 2 Once site and foundation excavations are proposed to be Footings and Slabs-On- completed (in whole or in part), observe and inspect Grade portions of the soil strata beneath all types of interior and exterior slabs-on-grade and continuous wall and individual column footings. Determine whether at these elevations, the soil strata for the slabs-on-grade and footings is adequate to support the contact pressures noted in the Contract Documents, or if additional excavation is required. 3. Submittals 2 Confirm that approved submittals are on site for fill materials geotextile fabric, and other submittals required by the Contract Documents. Review submittals, compaction test results and sieve analyses for fill materials to be placed within building footprint for compliance with Contract Documents. I C 14830.01 July 21,2000—Sheets 4 of 6 Project: Shepley Wood Products Hyannis, MA Schedule of Structural Tests and Inspections Construction Division—Concrete Item Inspection Scope Agency No. 1. Mix Proportions and 1 & 3 Review mix proportions for compliance with ACI 318-95 Mixing Technique Chapter 4 and Sections 5.2, 5.3 and 5.4 and the Contract Documents. Review mixing technique for compliance with ACI 318-95 Section 5.8 and the Contract Documents. 2. Material Certifications 1 &3 Review material certifications and product data for compliance with ACE 318-95 Chapter 3 and the Contract Documents 3. Reinforcement 3 Observe and inspect portions of the reinforcing bar size, Installation spacing, location, cover, splicing ties, supports, cleanliness and details for conformance with ACI 318-95 Section 7.4 through 7.11 inclusive and the Contract Documents. 4. Formwork 3 Observe and inspect portions of the formwork placement, geometric shapes, cleanliness, dryness, lightness, clear cover of reinforcement, removal and reshoring for conformance with ACI 318-95 Section 6.1 and 6.2 and the Contract Documents. 5. Concrete Placement 1 & 3 Observe and inspect portions of the operations of concrete placement for conformance with ACE 319-95 Section 5.9 and 5.10 and the Contract Documents. 6. Evaluation of Concrete 1 Sample and test concrete specimens in accordance with Strength and Sampling ACI 318-95. of Concrete Perform field tests during placement as follows: • All sampling of concrete shall take place after the addition of water, if any, at the site. Record the amount of water added. • Record time elapsed from addition of water to cementitious materials at plant to depositing concrete in forms. Notify the General Contractor's Superintendent and the Special Inspector immediately when the maximum allowed mix time limits will be exceeded. • All sampling of concrete shall be performed at the point of discharge (i.e., end of chute for non-pumped and end of hose for pumped concrete). • Slumped: One test(ASTM C143)for each set of compression test specimens made. • Air Content: One test(ASTM C231)for each set of compression test specimens made. • Concrete Temperature: Record ambient air temperature at time of depositing concrete in the forms. C14830.01 July 21,2000—Sheets 5 of 6 Project: Shepley Wood Products Hyannis, MA • Samples for strength of each class of concrete placed shall be taken for each 150 cubic yards of concrete, not less than once for each 5000 square feet of surface area for slabs or walls. • If total volume of concrete is such that frequency of testing required by above would provide less than five strength tests for a given class of concrete, tests shall be made from at least five randomly selected batches or from each batch of fewer than five batches are used. • Six cylinders for each strength test shall be molded and laboratory-cured in accordance with "Practice for Making and Curing Concrete Test Specimens in the Field" (ASTM C 31) and tested in accordance with "Test Method for Compressive Strength of Cylindrical Concrete Specimens"for determining fc. • A strength test shall be the average of the strengths of two cylinders made form the same sample of concrete and tested at 7 and 28 days for determination of fc. Two specimens shall be retained in reserve for later testing at 56 days if the 28 day test results are unsatisfactory. • Samples of strength tests shall be taken in accordance with"Method of Sampling Freshly Mixed Concrete" (ASTM C172). 7. Curing and Protection 1 & 3 Observe and inspect portions of the curing and hot and cold weather procedures for compliance with ACI 318-95 Sections 5.11, 5.12,,and 5.15 and the Contract Documents. 8. Submittals 1 &3 Confirm that approved submittals are on site for the mix designs, formwork, reinforcing, curing, post-tensioning, hot and cold weather procedures, and other submittals required by the Contract Documents. C 14830.01 July 21,2000—Sheets 6 of 6 Project: Shepley Wood Products Hyannis, MA Schedule of Structural Tests and Inspections Construction Division—Steel Framing Item Inspection Scope Agency No. 1. Material Certificates 1 Review the Manufacturer's Certificates of Compliance of the following for conformance with the Control Documents: • Bolts, Nuts and Washers • Structural Steel in accordance with ASTM A36 or A568; and • Welding Electrodes 2. Material Markings 2 Observe and inspect portions of the material marking for conformance with the Contract Documents and the references standards listed below: • Bolts, Nuts and Washers (including anchor bolts, alternate fasteners, and load-indicating devices): ASTM Material Specifications as listed in AISC ASD "Specifications for Structural Steel Buildings", Section A3.4. • Structural Steel: ASTM Material Specifications as listed in AISC ASD"Specification for Structural Steel Buildings" Section A.3.1. • Weld Filler Metals: AWS D1.1 and D1.4 Material Specifications as listed in AISC"Specification for Structural Steel Buildings", Section A.3.6 3. High-Strength Bearing Observe and inspect all shop and field bearing-type Type Bolted connections (i.e., not within the slip-critical category)for a Connections snugtight condition (i.e., the tightness that exists when all plies in the joint are in firm contact). Observe and inspect a portion of the tightening methods and washer requirements for conformance with AISC's "Specification for Structural Joints Using A325 of A490 Bolts"and the Contract Documents. 4. Welding 2 Visually inspect all shop and field welds of all types for the criteria listed in Table 6.1 of AWS D1.1. Perform an Ultrasonic Inspection of all shop and field partial joint and complete joint penetration groove welds for the full length of each weld for conformance with Chapter 6 of AWS D1.1 and the Contract Documents. Acceptance criteria shall be as specified in Chapter 6 of AWS D1.1. Review the welding electrodes, equipment, processes and operators for conformance with AWS D1,1 and the Contract Documents. Review welders' certifications for conformance with the Contract Documents and AWS D1.1, D1.3, and D14 requirements. I Town of Barnstable Building Department—Construction Control — Form C Construction Control Affidavit (Construction Only) Project Title: Shepley Wood Products Project Location: 216 Thorton Drive, Hyannis Scope of Project: Lumber Storage Building In accordance with Section 116 of the Massachusetts State Building Code, I, John A. Bologna, P_E., Mass. Registrations No. 33776, being a registered professional engineer, certify that I shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to determine that, generally, the work is proceeding in accordance with the documents approved for the building permit and shall be responsible for the following as specified in Section 116.2.2: 1. Review of shop drawings, samples and other submittals of the contractor as required by the construction documents as submitted for building permit, and approval for conformance to the design concept. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Special architectural or engineering professional inspection of critical construction components requiring controlled materials or construction specified in the accepted engineering practice standards listed in Appendix B. Pursuant to Section 116, 1 shall submit periodically a progress report, together with pertinent comments, to the Barnstable Building Commissioner. Upon completion of the work or project, I shall submit a final report as to the satisfactory completion and readiness of the project for occupancy. Signature Barnstable, ss Commonwealth of Massachusetts Subscribed and sworn to before ime this 3e- da of / 2cco / Notary Public My Commission Expires: S U a E:/doc%14800/C 14830/ConstructionControl.doc lnclusionar Affordable Housing Fes Residential Maraspin Creek Realty Trust Property.Owner's Name &G' $oi-1N w �2A N►Ll i N °� Project Location '/ ,/ l 0 C-} Pwnit Number T7G�l� ��l le)`' Project Value — *24,300 Square Feet "Esistincy Sq. Ft. **Proposed New Sq.Ft. Inside Storage) Fee S � r i-JN-21-2000 WED 03:00 PM FAX 140. P. 02 01/07/1995 02:52 918028624926 PAGZ 01 SPR Meeting Notes 05/04/2000 l5lte plan Review Meeting of May 4,2000 2nd Floor Hearing Room Barnstable Town Sall 367 Main Street,Hyannis Present, Ralph Crossen,Building Commissioner,Art Traczyk, Principal Planner,,Thomas McKean,Director of Health, Steve Pisch, Engineer,FPO Martin MacNctly,Roblin Gtangregono, SPR Co ordinator. Also in attendance were Attorney Pat Bultcr,Bill Jeifries,Lina Pinhciro, Allan Clark,Charles Pisacano,Marcel Poyant,Peter Sullivan This meeting was called to order at 9.05 AM and adjourned at 11:05 AM. SPR 115.99 Shepley Wood Products,216 Thornton Drive,Hyannis R296-026&027/R314-039&040 This application was continued from 12/30/99. Attorney Pat Butler appeared before the panel seeking final approval for the construction of a 23,625 SF warehouse and parking lot. It was noted that the Cape Cod Commission had recently approved this project this the following conditions: 1. The applicant shall maintain daily vehicle trip records. Summaries shall be reported quarterly to the CC Commission for two years. 2. Provide documentation of double walled piping between the fuel storage building and heating building. 3. The applicant shall construct and operate paved portions of the project& storm water drainage systems per plan dated 3/6/2000. In addition,procedures,guidelines, requirements and employee training for the purpose of inspecting,maintaining and responding to emergency situations and spills shall be implemented. 4. Overnight parking is limited to the area north of the demarcation line between AP& OP zones as noted on plan dated 3/6/2000. 5. The applicant shall be prohibited from generating,treating, storing or disposing of hazardous waste within the proposed new warehouse distribution facility. The appl{cam shall construct a fuel loading area consistirls of concrete containing berms sufficient to contain and prevent the release of any fuel accidentally spilled during the fueling process. Drawings and designs for said station shall be submitted to the CC Commission for comments and suggestions. Construction shall be completed prior to issuance of the certificate of occupancy for the new facility. 1 JUN-21-2000 WED 03:00 PH FAX NO. P. 03 PA/07/1995 02:52 918028624926 PAGE 02 SPFL Moods NM= 05/04/2000 Attorney Butler reviewed the amendments on the plan that resulted from the review by the Cape Cod Commission.Those include a paved parking area for employees, upgrade of emergency procedures and storm water systems and improvements to the fuel storage area. After some discussion by the panel the following suggestions were also incorporated as conditions: • The applicant shall provide a painted crosswalk. • The applicant shall extend the guard rail as discussed at the hearing. • The applicant shall provide a striped and painted triangle for traffic direction. • The applicant shall confer and obtain approval of the Engineering Department regarding the fuel storage area. Conclusion:Approved with conditions. The applicant shall comply with the 10 conditions listed above(6 CCC recommendations and 4 additional requirements issued by the Site Plan Review committee during the hearing). SPR 061-99 Common West,599/605 Main St,Hy(308-118& 119) The applicant,Bill Jcffiies appeared before the panel seeking approval to install three pottablc kiosks in the brick walkway between the Atlantic Clam House Restaurant and the adjacent building. ?Ar.Jeffries informed the panel that the kiosks are 10' 2"x 3' wide. They are intended to be lined up along the restaurant. The walk is 60' long. Planning sought assurance that the placement would be outside the 15' public way. The applicant indicated that this would be so. Upon subsequent questioning,the panel was advised that the kiosks shall offer ladies jewelry,gift items,sun glasses and hats. Engineering expressed concern that the applicant maintain the minimum width for the walk way emergency apparatus. Health asked abut a service window. The applicant indicated that one is not proposed. There is no food or service here. Conclusion: Approved with the following condition: The applicant shall maintain a 14' wide aisle in order to aoeom nodate emergency apparatus. Als aisle shall commence at the Main Street entrance and run the length of the walk. 2 _ e FE-3ROGGS1 Briggs Engineering & Testing A DIVISION OF PK ASsOcmm,INC. Coastal Engineering February 25, 2001 260 Cranberry Highway Orleans, MA , 02653 Attn; .Iohn Bologna PROJECT: SHEPLEY WOOD PRODUCTS, HYANNIS, MA RE: Finalization of. Structural Steel Inspections. Dear Mr. 13ologna, As requested, this letter is written to confirm the completion of Structural Steel Inspections and Testing on this project within our scope of work. After reviewing the various reports and punchlists generated on this project, it is our understanding that all items that were previously outstanding have been completed,inspected and accepted. All final inspections have been performed and accepted on this building in accordance with the projects specifications, RISC requirements and CMR 1.7. This completes our portion of this project. As always, it has been a pleasure working with you on this project over the past year, and 1 look forward to our next involvement. If you have any questions or require further testing, please call me at.our Rockland office. Sincerely, Kevin 1M.. Curran Director/Structural Dept. 100 Weymouth Street-Unit B-1 100 Pound Road Rockland,MA 02370 Cumberland, RI 02864 Phone(781) 871-6040•Fax (781) 871-7982 Phone (401) 658-2990•Fax (401)658-2977 r o Cover Sheet eQ�ws Briggs Engineering 3c Tasting Project: Jr' A Oivision of PK Associates, Inc. Pro ecttf: Atnp#: Report#: Dates Q © Code. Are. Time: Job Hrs.: TT. Mileage: Tern IVVInd: Humid No. of Pages to this Report: No. of Back Up Pages to this Report: As requested, I reported to the above noted project to conduct the scheduled inspection of Structural Steel framing on this building. After meeting with the project foreman and reviewing the related Structural:Drawings and Details, the rollowing tests and inspections were performed. l'YPE OF INSPECTION FRAME LEVEL COMMENTS lML•1'ED CON. WELDED CONY. j STEEL .JOIST NIETaL DECK SHEAR STUD FIREPROOFING NDE TESTING Please refer to the attached back-up sheets for detailed locations and results of inspections performed on this date. In addition to project specifications, testing and inspections of Structural Steel were conducted in accordance with the following codes: C1IR 780 6th Edition, AA.S.C.. aWS D1.1-98 and the Steel Joist Institute requirements and criteria. Inspection of Spraved-on Fire Proofing was performed in accordance with project specifications and A.S.T.M. E-605 & E-736 requirements and criteria. Inspector: 4L= Date: Approved: i c.r • . . � /1 a • L' r✓. a - f • NW PROJECT: SHEPLEY WOOD PRODUCTS BRIGGS Briggs Associates PROJECT NO.: 20696 A Division afPKAssocintes,Inc. DATE: 12/6./00 CONCRETE CYLINDER FIELD TEST RESULTS - CF - 11 CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 The following is a report of laboratory test results for concrete cylinders cast in field. To correlate these results with field testing, simply match DATE CAST, and SET# with field inspection reports. SET SPECIMEN DATE DATE AGE DIA.OF AREA DENSITY MAX. REQ'D COMPRESSIV TYPE OF # NUMBER CAST TESTED TEST CYL.(in) sq.in. (pcf.) LOAD E STRENGTH FRACTURE (lbs) f c (psi) (ASTM C-39) 1 51 A )/02/20( 10/9/00 7DAY 4"CYL 12.56 139.5 40,796 4000 3,250 D 1 51B )/02/20 10/30/0( 28 4"CYL 12.56 139.1 55,000 4000 4,380 D 1 51C )/02/20 10/30/0( 28 4"CYL 12.56 139.6 52,500 4000 4,180 C 1 51D )/02/20 10/30/0( 28 4"CYL 12.56 139.3 53,000 4000 4,220 D 2 52A )/02/20( 10/9/00 7DAY 4"CYL 12.56 140.7 42,500 4000 3,380 D 2 52B )/02/20 10/30/0( 28 4"CYL 12.56 141.2 57,500 4000 4,580 D 2 52C )/02/20 10/30/0( 28 4"CYL 12.56 141.0 55,000 4000 4,380 D 2 52D )/02/20110/30/0 28 4"CYL 12.56 140.5 60,000 4000 4,780 D I Remarks: APPROVED: i i Concrete Truck Delivery ( cont.) PROJECT. _ BRIOOS Briggs Engineering & Testing '—j' enno <0 + A Division of PK Associates, Inc. PROJECT#: INSPECTOR EMP.#: REPORT#: DATE: �•y �j CODE: C26 PAGE OF TEMP.: H L 50'S WIND: H L HUMID.: H L SUNNYL :7 The following record is of the trucks that arrived at the project site. Control tests of slump, air content density and temperature were completed as often as necessary to insure that the specification limits were not exceeded and to insure uniformity from load. Load Arr. Truck No. Mix Conc. Slump Air Air Concrete Concrete CA Cyl. Set Gallons Unit No. Time No. Yards Duration Temp. (in.) (%) Temp. Strength Strength Size Fabr # added Weight (min.) (F°) Deliv. Required (Water) (pcf) Location 13 8S� GO vl b -1 2 24 5 3 0 Location Location Ir Location 1t. 1W101 ?2 V to Location Location Location Location Location Location Location Location Technician: Approved: c.t.s.rev1 ,00 Concrete Cylinder Test Result CF-11 Briggs Engineering & Testing PROJECT: LZ�..t BRIGGSWenn A Division of PK Associates, Inc. PROJECT#: o1NOTO IDate: C(j Client: Cement Brand or Class: Approved Mix Design Location: FnDKyr Mix proportions (by Wt ) 1 cubic yard Amount Cement lbs. Ticket No.: Batch Time: 640 Fine Aggregate lbs. Stren th Delivered: 'i000 Coarse Aggregate lbs. Strength Required: L � Water Gals. Set No.: ii Time of Test: 3 S Water Reducing oz. Truck No.: SZ Load #.: Air Entraining oz. Number of I.: 4 C.A. Size: 3 A- Other oz. Slump Air Content 2 . 3 ASTM C-143 �' 5 ASTM C-231/C-173 Field Unit Weight pcf Target: Concrete Temp.: Air Temp.: ASTM C-138 ASTM C-1064 Ca Remarks: Contractor and B whom prepared: f) 5�5 t0 producer are both responsible 1 Concrete Source: CaRM 5 Gals. 20 for added water as per ASTM 70 of water Y5 General Contractor SR added 30 C-94. Discharge time limit 6055 5 Storage Location® min. max. 90 min. or 300 revolutions. �4 Curing Box: Curing Temp. F° CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Cay Air Dry Unit Wei ht: pcf I Unit Wei ht As Received: pcf Specimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture Number Tested at test in. in. s . in. cf LBS. Stren th PSI ASTM C-39 it / oo 71AY -0 I 17 10 �Mao ALL TESTS COMPLETED Approved: Concrete Cylinder Test Result CF-11 BR���$ Briggs Engineering 8t Testing PROJECT: Lr_j A Division of PK Associates, Inc. PROJECT#: Date- Client: Cement Brand or Class: Approved Mix Design Location: EPOZzy 5lM 1heIV2 T QL Mix proportions (by Wt ) 1 cubic yard Amount Cement lbs. Ticket No.: Batch Time: o Fine Aggregate lbs. Strength Delivered: -.1000 Coarse Aggregate lbs. Strength Required: Water Gals. Set No.: -z Time of Test: 8 In Water Reducing oz. Truck No.: GCO Load #.: 8 Air Entraining oz. Number of I.: 4 C.A. Size: 3/4- Other oz. Slump Air Content Z , ASTM C-143 ASTM C-231/C-173 Field Unit Weight pcf Target: Concrete Temp.: Air Temp.: 5. ASTM C-138 ASTM C-1064 Remarks: Contractor and By whom prepared: Q Cadded' producer are both responsible Concrete Source: O- for added water as per ASTM General Contractor54C-94. Discharge time limit Storage LocationCP min. max. 90 min. or 300 revolutions. Curing Box: Curing Temp. F° CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Day Air Dry Unit Wei ht: Pcf I Unit Wei ht As Received: pcf Specimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture Number Tested at test in. in. s .'in. cf LBS. Strength PSI ASTM C-39 b;4P .IIqoo i b S 016 ly S a l 19 a *111 11-INn ALL TESTS COMPLETED Approved: Concrete Cylinder Test Result CF-11 Briggs Engineering & Testing PROJECT: Ljr- .� BRioos A Division of PK Associates, Inc. PROJECT#: a Date- C(j Client: Cement Brand or Class: Approved Mix Design Location: �,7-r Mix proportions -p, o?4 Ca9&1 -- . (by Wt ) 1 cubic yard Amount Cement lbs. Ticket No.: Batch Time:�) d Fine Aggregate lbs. Stren th Delivered: -1000 Coarse Aggregate lbs. Strength Re uired: tC7 Water Gals. Set No.: 0 Time of Test: 210 Water Reducing oz. Truck No.: Load #.:' L3 Air Entraining oz. Number of I.: 4 C.A. Size: 3�4- Other oz. Slump J --) Air Content 2 ASTM C-143 ASTM C-231/C-173 Field Unit Weight pcf Target: Concrete Temp.: ,.�Z Air Temp.: S� ASTM C-138 ASTM C-1064 Remarks: Contractor and B whom prepared: ID Uadded 905 producer are both responsible Concrete Source: CCfor added water as per ASTM General Contractorsfr4C-94. Discharge time limit Storage Locationm min. max. 90 min. or 300 revolutions. Curing Box: Curing Temp. F° CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Day Air Dry Unit Wei ht: pcf I Unit Wei ht As Received: pcf Specimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture Number Tested at test in. in. s . in. cf LBS. Stren th PSI ASTM C-39 1 7 7 10 C y -D q . 7 a OX 'Nq0 ALL TESTS COMPLETED Approved: r DAILY REPORT Zal Briggs Engineering & Testing PROJECT: Shepley Wood Products BRIGGS A Division of PK Associates, Inc. PROJECT#: INSPECTOR: Matt Skorohod EMP.#: 220 REPORT#: DATE: 1 1-8-00 CODE: ARR.TIME: 7:00 JOB HRS.: 4 T.T.: MILEAGE: TEMP.: H L 500 WIND: H L x HUMID.: H L x SUNNY CLOUDY x I reported to the above mentioned project site at the request of the client in order to conduct a concrete inspections. VISUAL SOILS,MASONRY BITUMINOUS REINFORCING STEEL OR OTHER INSPECTIONS/OBSERVATIONS: 1 . A concrete placement inspection was performed today at Eastside Drive-Thru, slab on grade.. REINFORCING STEEL AND CONCRETE: 1 . Contractor placed 155 cubic yards of 4000 PSI concrete today in which 3 sets of 4 test cylinders were fabricated and stored at placement. Please see -the attached reports for all details. Technicians Arrival Time: lApproved By: Technicians Departure Time: JApproved By: Technician: Matt Skorohod Approved �r "\16 CONCRETE PLACEMENT INSPECTION FEB_ RIGGS Briggs Engineering & Testing PROJECT: -r5 + A Division of PK Associates, Inc. PROJECT# INSPECTOR: ARR.TIME: JOB HRS.: DATE: 1 V21 QD CODE; TEMP.: H L p�3 WIND: H HUMID.: H L SUNNY —cc LOU Concrete Source: General Contractor: Storage Location: Curio Box: Other: Inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. All items in non-conformance are either corrected during inspection or noted herein. Detailed inspection of reinforcing for size, quantity, grade, spacing and configuration is reported separately when performed. Preplacement: Weather ✓ Steel arrangement t/ Temp. Steel clearance Forms for general requirements. ✓ Steel cleanliness Grade preparation / Steel supports Placement: Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either corrected before placement or noted herein. Concrete sampled in accordance with,ASTM C-172. ASTM C-94 Limits ASTM - 4 Limits Time Limits 1-1/2 hrs. max. Temperature 50-90° F Slump - 4 . Mixing 70-300 Rev. Air content % Density _oA1C4_; 3 p.c.f. Location: Re arks: of LD s�4t .¢FJCcr& Z04e Td lr�sst✓4 V!2 Eze 2Z�;Hoy Method of placement: Chute Pump _Other Load Arr. Truck No. of Mix Conc. Slump Air Air Conc. Conc. CA Cy1. Set Gals. Unit No. Time No. Yds. Duration Temp. (in.) (%) Temp. Strength Strength Size Fabr. # added Weight min. °F °F Deliv. Required , water. cf 2 !I 8o 6/ 4c»o -714 D GZ to oS' C2 61 77f 2 34� 1 S o4,q �3 G �a 3o !0 6 74.f 164 1-7 7 S 2.► 142 s of P5763 �o /b , 9 16 �r quo Z o Approved: l rc 1 BRIGGS Briggs Engineering & Testing tiA Divisio.v of PK Assocmm, Lvc. November 6, 2000 Shepley Wood Products 216 Thornton Drive Hyannis, MA 02601-8103 Attn: Mr. Mike Cipro EVALUA'nON OF SOIL SHEPLEY WOOD PRODUCTS PROJECT NUMBER 20696 REFERENCE NUMBER M-7083 SPECIMEN One sample of Gravelly Sand from Site. METHOD OF ANALYSIS Maximum density tested in accordance with ASTM Standard Test Method D 1557, Method C, four point procedure, and ASTM D 4718. RESULTS PROCTOR Maximum Dry Density (pcf) 131 .8 Optimum Moisture N 7.2 Oversize Correction (%) 16 REMARKS The proctor results are for use in comparing actual in-place density tests. Respectfully submitted, BRIGGS ENGINEERING & TESTING A Division of PK Asoociates, Inc. __�r 412.4 1 Sean Skorohod Materials Laboratory Supervisor Construction Technology Division 100 Weymouth Street - Unit B-1 100 Pound Road Rockland, MA 02370 Cumberland, RI 02864 Phone (781) 871-6040• Fax (781) 871-7982 Phone (401)658-2990• Fax (401) 658-2977 11 om* �`AuN Concrete Cylinder Test Result CF.11 E 3 1 Briggs Engineering & Testing Project: A Division of PK Associates, Inc. Project#: Date: 1/(0376D Client: G Cement Brand or Class: ¢ Q- 2 Approved Mix Design Location: Mix proportions Mix I.D. (by Wt ) 1 cubic yard Amount Cement lbs. . Ticket No.: /a Batch Time: Fine A re ate lbs. 3�Coarse Aggregate lbs. Stren th Delivered- Strength Re uired: 3a-)o Water Gals Water Reducin °z' Set No.: Time of Test: Air Entrainin S Load #.: Other oz. Truck No.: Numb C.A. Size: Slump �n Air Content 3.vlcr,-, Field Unit Weight pcf Target: ASTM C-143 ASTM C-231/C-173 ASTM C-138 g Concrete Temp .: o Air Temp.: S1 Remarks: Contractor and ASTM C-1064 S 0 producer are both responsible S90 10 B whom re ared: Gals. 1 Concrete Source: for added water as per ASTM S of water 20 � 25 General Contractor C-94. Discharge time limit S added 30 er-C e c5 90 ASS 35 Storage Location: AT' Sla�, i min. or d0 min 300 revolutions. �d max. Curing Box: Curing Temp. F° &o CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 �- 28 Da Air Dr Unit Wei ht: cf Unit Wei ht As Received: Specimen Date Age Dia. Hei ht Area cf g Density Max. Load Compressive Type/Fracture Number Tested at test in. in. s in. cf LBS. Stren tin PSI ASTM C-39 I I I I0 00 �-o 7.) yq9, 90 / I cf-, 1 ,rev, ,00 ALL TESTS COMPLETED Appro e 7�`��` Concrete Cylinder Test Result CF-11 Briggs Engineering & Testing Project: Slime A Division of PK Associates, Inc. Project#: Date: II o Client: Cement Brand or Class: Approved Mix Design Location: Mix proportions Mix I.D. (by Wt ) 1 cubic yard Amount Cement lbs. Fine Aggre ate lbs. Ticket No.: Batch Time: Coarse Aggregate lbs. Strength Delivered: 36M% Stren th Re uired: 3�Water Gals. Water Reducin Set No.: a Time of Test: oz. Air Entrainin Truck No.: oz. Other 0Z Number of C I.: C.A. Size: 3�y Slump Air Content S U Field Unit Weight ASTM C-143 ASTM C-231/C-173 i3 pc ASTM C-138 f Target: Concrete Temp.: �G Air Temp.: 5 ASTM C-1064 a Remarks: Contractor and producer are both responsible 5 90 10 B Whom re pared: 1 jG , for added water as per ASTM 5 of w 20 ater Concrete Source: 70 added 25 General Contractor C-94. Discharge time limit 30 35 Storage Location: ZL( Sl,.b i 90 min. or 300 revolutions. n. max. 55SO4 Curing Box: Curing Temp. F° m(Q o o -CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Da Air D Unit Wei ht: cf Unit Wei ht As Received: Specimen Date Age Dia. Height Area cf Density Max. Load Compressive., Type/Fracture Number Tested at test in. in. s in. cf LBS. Siren th PSI ASTM C-39 Q a q _b ------------ cf-11 ,rev1,00 ALL VESTS COMPLETED Approved: ffttll^^__ BRIGGSI Briggs Engineering & Testing �+ A Division of FK Associates. Inc. Proiect: Shepley Wood Products Sam le no. M-7083 Date: 1 1 /3/00 Proctor 1 133 Max. Dry Density ,, 131.8 pcf Optimum i'i Moisture 7.2 % 130 Over Size Correction 16% >29 4 5 6 i .8 9 10 Jloisture % r ZA 2a` Daily Report iSRIGGS Briggs Engineering & Testing Project: Shepley Wood Projects A Division of PKAssoc., Inc. Project #: 20696 QV- I Ins ector: James Doiran EMP#: 08Y5 REPORT#: - DATE: 1 1/3/00 CODE: C26 ARRVL: JOB HRS.: T.T.: - MILEAGE: - TEMP: 55F-60F WIND: low HUMID.: low WEATHER: Sunny NO OF PAGES TO THIS REPORT: 1 of 3 NO BACKUP SHEETS TO THIS REPORT: 2 1 reported to the above mentioned project site at the request of the client in order to perform a concrete inspection. VISUAL SOILS,MASONARY BITUMINOUS REINFORCING STEEL OR OTHER INPECTIONS/OBSERVATOINS7 1 ) A concrete placement inspection was performed today for the building slabs. 2) The superintendent was informed of test results and findings. 3) Wire mesh was in place before placement of concrete with adaquate spacers. REINFORCING STEEL AND CONCRETE: 1 ) Contractor placed 165 cubic yards of 3000 PSI concrete today in which two sets of four cylinders were fabricated and stored at slab. 'Please see the attached report for further details. Technician: James Doiran Approved: Technicians Arrival Time: Approved by: Technicians Departure Time: Approved by: SC' \16 CONCRETE PLACEMENT INSPECTION BRIGOs Brigs Engineering & Testing PROJECT- 0 A Division of PK Associates, Inc. PROJECT#: INSPECTOR: PAGE OF DATE: CODE C26 TEMP.: H • c L ° 5S° WINO.: H (b HUMID.: H SUNNY CLOD Concrete Source: L�R�1 Ce„,c,eate General.Contractor: Storage Location: &T Sk b Curing Box: Other: o.{ er ; 4.er3 Inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. All items in non-conformance are either corrected during inspection or noted herein. Detailed inspection of reinforcing for size, quantity, grade, spacing and configuration is reported separately when performed. Preplacement: Weather K Steel arrangement S( Temp. k Steel clearance y Forms for general requirements. x Steel cleanliness Grade preparation X Steel supports Placement: Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-172. ASTM C-94 Limits ASTM C-94 Limits Time Limits X 1-1/2 hrs. max. Temperature 3( 50-90° F Stump x 3 - � Mixing 70-300 Rev. Air content 3f'-& % Density ± 3 p.c.f. Location: Remarks: go 'Re 't- Method of placement: Chute'_ Pump Other Load Arr. Truck No. ol Mix Conc. Slump Air Air Conc. Conc. CA Cyl. Set Gals.% Unit No. Time No. Yds. Duration Temp. (in.) Temp. Strength Strength Size Fabr. # added Weight min. Deliv. Required water cf 1 G 3o ScS /f 1 70 2 G:3S 44 65, 3 G.'Yv 4/ 7,2 4 7;AD 3 D 5 7:35 ( p 6 7 yS 60 C/�- 7 7.'So Sly g S10. 3000 3mo 7 5/ 1 9 10 c.p.i.revl,00 Approved: r ° Concrete Truck Delivery ( cont.) GS Briggs Engineering & Testing PROJECT: She A Division of PK Associates, Inc. PROJECT#: INSPECTOR: EMP.#: V6S REPORT#: DATE: // o os CODE: C26 PAGE OF TEMP.: H 6e L SS' WIND: H HUMID.: H CV SUNNY loin The following record is of the trucks that arrived at the project site. Control tests of slump, air content density and temperature were completed as often as necessary to insure that the specification limits were not exceeded and to insure uniformity from load. Load Arr. Truck No. Mix Conc. Slump Air Air Concrete Concrete CA Cyl. Set Gallons Unit No. Time No. Yards Duration Temp. (in.) (%) Temp. Strength Strength Size Fabr # added Weight (min.) (F°) Deliv. Required (Water) (pcf) y Location Id Location / 13 q os GO !l `/S Sao° �" scs SS v 3aX-) 13CM Location !/ Location " 1 s Sys GG �� s�tr Location Location Location Location i Location Location i 1 Location t Location i Technician: Approved: c.t.s.rev1 ,00 •h Soils Inspection ' rBQ�00$ Briggs Engineering & Vesting PROJECT: cf• �c//z vo� /"na�fv er1�J' fi wwWir -%— ti A Division of PK Associates, Inc. PROJECT#- p?DG INSPECTOR: EMP.#: ..90 9 REPORT#- DATE: ,oh> op CODE: ARR.TIME: /o:oo 0a^ JOB HRS.: 2 . S T.T.: MILEAGE: TEMP.: H L WIND: H (D HUMID.: H Cp SUNNY OUDY Briggs Engineering and Testing field engineers took in place density tests. In place density was determined in accordance with ASTM D-2922 and D-3017 for comparison to the laboratory determined maximum density at optimum moisture in accordance with ASTM D-1557 and/or D698. Location: �,9.►s/..c�e.� �s7�... +�...J' �.r...d �O .�?s�.� e/ -521-6 �BY..�lu.e tJ.Qis+. s�. iJlw t cw� .✓ .� le/.,.z _ �-- 37' K Z j ? � h v Remarks: A// Trsf, f.�,!'s.,, yid. L✓rr� sib Ot.�ti-�..✓rs d,W .w /M-ts. 7rJ� 95�7+ /QC9 e! RQ GtisJ .ti1r �o..►aw..a,d 6ru vrE YJ� iter7a �w•r�e'o/ `✓+,✓// li v��C �, At ic��.•,. / Rov.. ,ive/ s„e✓/d �L �- J'v�Tv��/ s� h p✓�, �o,../l ,Ab C c,E ems_ ''G•�.,., ' Co..ec ,r'/-,4 f %r h.•� ,e�oze,✓�.� ...� �✓//cE� - r/..;mot i�d��.� �I!/Q(i•tlp,rw � 6OM AL�ION E7f�j� .•r !/G �/ I✓",e/G�i�eYiwJ tJ /O t. Technician: A401f ��- Approved Soils Compaction Report PROJECT: BRIOGS Briggs Engineering & Testing �jL 4 Ci/ood g�vcafl' 'Q-2-00" A Division of PK Associates, Inc. PROJECT#: aOG44 INSPECTOR: /t' EMP.#: ojp 9 REPORT#: DATE:/ CODE: /S7 pp ARR.TIME: o-W JOB HRS.: Z, S' T.T.: MILEAGE: TEMP.: y r WIND: H HUMID.: L o SUNNY UD Maximum Dry Density: /W, Optimum Moisture Content: AS o Method of Testing ( Check One) : Sand Cone Nuclear Densometer Test Location Estimated Elev. Test Results Maximum Req. Min. Moistu]reOptimum No. Area Tested % Compaction Dry density % Comp. ContentMoisture % 'L✓El� AW dRpry-Aw" / .SF- 46W 9S- 3 M- 3 5�5- o Z str A .��s,�> 95-. V 3. 9 3 T r/ /�6 o � � 9G• 7 9 7 Tests not meeting requirements: A// G,/ ! fic% &&,"f�� ' Who notified: Recommendations: 15�.e f iIR6A .,/ L �, / /l�u.., 2 Remarks: �'✓A:�+/ ��11�O Coc.�.,:.� / f3 �� �s.. wcsf fsr �,Q...c T•t.� ,s�nr J{ 44:_p A- 7-c.*Z1 /eryuGe/ lr.i ,�Es•-✓fl, /�� L�i�+•v s,,.�.� ,`vf Lawe�....�1�. !o RFS�/fl �i/�Sf'1'i O�j�til.�•v Technician: w'-�' Approved Rev. #2 Concrete Cylinder Test Result BRIGC3S Brags Engineering & Testing Project: A Division of PK Associates, Inc. Project#: �Z o G C!o Date: Client: Cement Brand or Class: Approved Mix Design Location- Mix ,proportions 9 (by Wt ) 1 cubic yard Mix I.D. Amount y Cement lbs. Ticket No.: ,Z6 Batch Time: Fine Aggregate lbs. Strength Delivered: ` ,t Coarse Aggregate lbs. Strength Required: Water Gals. Set No.: Time of Test: Water Reducin q oz. Truck No.: Load #.: Air Entraining oz. Number of C .: C.A. Size: 3K( Other oz. Slump 1i Air Content 4e ASTM C-143 7 ASTM C-231/C-173 CT Field Unit Weight Target: Concrete Temp.: ' ^a .:Air Temp.:ASTM C-138 ASTM C-1064 �2J p .61dy Remarks: Contractor and By whom prepared: c• 1i producer are both responsible ii'` 1 ', Concrete Source: �Lcob i `✓�✓( for added water as per ASTM ��_i ��f „.�#?�' 251 General Contractor C-94. Discharge time limit ,rii ;F:I/ Storage Location:�►� min. max. 90 min. or 300 revolutions. Curing Box:PVQ Curing Temp. F° CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Day Air Dry Unit Weight: pcf Unit Wei ht As Received: pcf Specimen Date Age Dia. Height Area Density Max. Load Compressive 'Type/Fracture Number Tested at test in. (in.) (sq. in.) pcf LBS. Stren th PSI ASTM C-39 DAY a 9 7. b To ono lo All to AOWTIE ULTS—4 VrN7 A OrIF19-0 to n FAX o j W n�r/m, cf-t 1 ,rev 1 .00 Approved: �m r . . 1 PROJEcr: SHEPLEY WOOD PRODUCTS IBRIGGSI Briggs Associates PROJECT NO.: 20696 A Division of PK Associates,Inc. DATE: CONCRETE CYLINDER FIELD TEST RESULTS - CIF - 11 CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 The following is a report of laboratory test results for concrete cylinders cast in field. To correlate these results with field testing, simply match DATE CAST, and SET# with field inspection reports. SET SPECIMEN DATE DATE AGE DIA.OF AREA DENSITY MAX. REQ'D COMPRESSIV TYPE OF # NUMBER CAST TESTED TEST CYL.(in) sq.in. (pcf.) LOAD f c E STRENGTH FRACTURE (Ibs) (psi) (ASTM C-39) 1 60A 1/02/20 11/9/00 7DAY 4"CYL 12.56 139.5 50,000 4000 3,980 D 1 60B 1/02/20 11/30/0 28 4"CYL 12.56 140.2 72,500 4000 5,770 D 1 60C 1/02/20 11/30/0 28 4"CYL 12.56 139.3 75,500 4000 6,010 D 1 60D 1/02/20 11/30/0 28 4"CYL 12.56 139.0 67,50,0 4000 5,370 D I 1 I Remarks: APPROVED: r Concrete Cylinder Test Result CF-11 o BRIGGS Bn��s Engineering & Testing Project: Sj�G A Division of PK Associates, Inc. Project#: of c76 T�j Date: 10',2 G -O Client: Cement Brand or Class: 'Zdn V.Approved Mix Design Location: Mix proportions (by Wt ) 1 cubic yard Mix I.D. Amount Cement lbs. Ticket No.: I cZ Batch Time: 6 0 S Fine Aggregate lbs. strength Delivered: Coarse Aggregate lbs. Strength Required: f� Water Gals. Set No.: Time of Test: f3 a Water Red icingoz. Truck No.: 66 Load #.: 3 Air Entraining oz. Number of "Vt.: 3 T C.A. Size: Other oz. � Slump )/ Air Content S8 ASTM C-143 ASTM C-231/C-173 Field Unit Weight pcf Target: Concrete Tem ASTM C-138 p.: Air Temp.: ASTM C-1064 6 G Remarks: Contractor and _ By whom prepared: producer are both responsible ;'� ' ' C 16". Concrete Source: L �v� t f 1 .31_. ,I I0i for added water as per ASTM c-f-water < < i General Contractor ss1/lc��� S C 94. Discharge time limit ,r'�i« : c,.r' Storage Location:pui, ZXj Yc min. max. 90 min. or 300 revolutions. Curing Box: Curing Temp. F° CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Da Air Dr Unit Wei ht: cf Unit Weight As Received: pcf Specimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture Number Tested at test in.) (in.) (s in.1 cf ry LBS. Strength PSI ASTM C-39 I LOWY S 3 /22J 00 M ESJLTS-euexrP orlriEz> A FxX cf-1 1 .rev 1 .00 Approved: Daily Report Vaimu Briggs Engineering & Testing PROJECT: E3RIGGS SHEPLEYWOOD PRODUCTS A Division of PK Associates, Inc. PROJECT#: 20696 '<—NV INSPECTOR: Rich Keenan EMP.#: 543 REPORT#: DATE: 10/26/00 CODE: C26 ARR.TIME: 7:30 am JOB HRS.: 4 T.T.: MILEAGE: TEMP.: H 66F L 62F WIND: H L X HUMID.: H L X SUNNY NO.OF PAGES TO THIS REPORT: 2 NO.OF BACKUP PAGES TO THIS REPORT: 1 1 reported to the above mentioned project site to perform the scheduled concrete placement inspection. VISUAL SOILS, MASONRY, BITUMINOUS, REINFORCING STEEL OR OTHER INSPECTIONS/OBSERVATIONS: 1 . A concrete placement inspection was performed today for the central interior footing and footing slab on grade. 2. Form oil (#2) was sprayed on reinforcing steel. Mike Cipro was informed of this. 3. Mike Cipro was informed of all results and findings. REINFORCING STEEL AND CONCRETE INSPECTIONS: 1 . The contractor placed 99 cubic yards of 4000 PSI concrete in which two sets of four cylinders were fabricated and stored outside. *Please see the attached report(s) for further details. Technician: Rich Keenan Approved g�✓ y CONCRETE PLACEMENT INSPECTION PROJECT: BRIOOS Briggs Engineering & Testing S �.� A Division of PK Associates, Inc. PROJECT#: INSPECTOR: PAGE OF DATE: Q �C7 CODE: C2 TEMP.: H -&b L °e 2 WIND.: H ' HUMID.: L SUNNY CLO Concrete Source: �- Ge/�1� eral Contractor: l/ Storage Location: " Curin Box: Other: Inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. All items in non-conformance are either corrected during inspection or noted herein. Detailed inspection of reinforcing forsize, quantity, grade, spacing and configuration is reported separately when performed. Preplacement: / / Weather ✓✓ Steel arrangement Temp. Steel clearance Forms for general requirements. Steel cleanliness Grade preparation _ Steel supports Placement: Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-172. ASTM C-94 Limits ASTM -94 Limits Time Limits (V 1-1/2 hrs. max. Temperature 50-90° F Slump �— 4 7/ Mixing �/ 70-300 Rev. Air content — — ��fa 7 ^y° Density + 3 c.f. Location: ��lP�d�. .�� i E-ClJ �/�►J✓6- ,� S j��1 �[.�✓ �/� So.G Remarks: 7 I -.I ;_6 TAD iS /0 k2 MT /1 L 81 o S Af Z r 0,4 rS ,S0 2 76.w/ Method of placement: Chute Pump Other Load Arr. Truck No. o Mix Conc. Slump Air Air Conc. Conc. CA Cyl. Set Gals. Unit No. Time No. Yds. Duration Temp. (in.) (%) Temp. Strength Strength Size Fabr. # added Weight (min. °F °F Deliv. Required water cf 1 63 J f 3 2 2D !�-e 3 66 69 7 4, S: ` 6 le 4 81 a 8 8- /O a k ec s 6 8 7 r c rr rr 9 L6 S i is rr 10 c.p.i.rev1,00 Approved: I N Concrete Cylinder Test Result It Bq'Q©8 Briggs Engineering & Testing Projeet: ,,r<PL45:-::f (N()D �6J A Division of PK Associates, Inc. Project#: .a 1?( 7(=, Date: Client: Cement Brand or Class: Approved Mix Design Location: 104S—1 Mix proportions 01V6/—kA,1AJ /0;�r c -S (by Wt ) 1 cubic yard Mix I.D. : Amount Cement lbs. Ticket No.: /-2 SZp Batch Time: �• Fine Aggregate lbs. Strength Delivered: T4 Coarse Aggregate lbs. Strength Required: Water Gals. Set No.. Time of Test: Water Reducing oz. Truck No.: s-Z Load #.: 3 Air Entraining oz. Number of C I.: C.A. Size: Other oz. Slump �/ Air Content G ASTM C-143 7/4 Field Unit Weight ASTM C-231/C-1 pcf Tar 9 get: Concrete Temp.: Air Temp.: a ASTM C 138 ASTM C-1064 66 Remarks: Contractor and By whom prepared: producer are both responsible 5 9G0 5101 Concrete Source: .4 OD , 14, for added water as per ASTM 70 of water 25 General Contractor 5 added 30 C-94. Discharge time limit 8055 g035 Storage Location: min. max. 90 min. or 300 revolutions. 504 Curing /1 Box: W a Curing Temp. F' CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Da Air D Unit Wei ht: cf I Unit Wei ht As Received: cf Specimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture Number Tested at test in. in. s . in. cf LBS. Stren th PSI ASTM C-39 �311007 DAY1a.0 �yOf NO a� a NO 7 JAI. 2012 - q3RO r. a rr0 VAR F%X oN jf Sao . cf-1 1,rev1,00 ALL TESTS COMPLETED Approved: r BRIGGS Daily Report WIN Briggs Engineering & Testing PROJECT: SHEPLEY WOOD PRODUCTS A Division of PK Associates, Inc. PROJECT#: 20696 INSPECTOR: Rich Keenan EMP.#: 543 REPORT#: DATE: 10/24/00 CODE: S26 ARR.TIME: JOB HRS.: T.T.: MILEAGE: TEMP.: H L L WIND: H L HUMID:: H L L NO.OF PAGES TO THIS REPORT: 2 NO.OF BACKUP PAGES TO THIS REPORT: 1 I reported to the above mentioned project site to perform the scheduled soil compaction inspection. VISUAL SOILS, MASONRY, BITUMINOUS, REINFORCING STEEL OR OTHER INSPECTIONS/OBSERVATIONS: 1 . Four soil compaction tests were performed today. Please see the attached report locations. All tests met the minimum requirements. i 2. The superintendent was informed of all results and findings. *Please see the attached report(s) for further details. Technician: Rich Keenan Approved a/ f Soils Compaction Report BR��OS Briggs Engineering & Testing PROJECT: `►-�. A Division of PK Associates, Inc. PROJECT#: WSPECTOR: '0 16�� EMP.#: �'L f REPORT#: DATE: �j . � C� - �� CODE PAGE OF TEMP.: H L WIND: H :L :� HUMID.: H L SUNNY CLOUDY Maximum Dry Densi : Ito . ------------------- Optimum Moisture Content: Method of Testing ( Check One) : Sand Cone Nuclear Densometer Test Location Estimated Elevation Test Results Req. Min. Moisture Optimum No. Area Tested % Comp. % Comp. Content % Moisture % ?rxa >D,0 '/.� /.?,3 .2 r t Q�j Q Tests not meeting requirements: p,(/G /vl 2z� Who notified:Recommendations: Remarks: Technician: Approved: s.c.r.revl,00 Concrete Cylinder Test.Result CF-11 Briggs Engineering & Testing Project - _�_. A Division of PK Associates, Inc. Project#: �' 4 Date: Client: Cement Brand or Class: Approved Mix Design Location: �� �_ ��. S� t Mix proportions (by Wt ) 1 cubic yard Mix I.D. Amount Cement lbs. ,C; ti Ticket No.: z` Batch Time: Fine Aggregate lbs. _ �c c,,J Strength Delivered: L\cc•c, Coarse Aggregate lbs. Strength Required: <mcQ Water Gals, Set No.: Time of Test: --8 3y-1 Water Reducing oz. Truck No.: 4z-z Load #.: L Air Entraining oz. Number of C I.: y C.A. Size: 3 f y ` Other oz. Slump Air Content y ASTM C-143 3 ASTM C-231/C-173 Field Unit Weight pcf Target: Concrete Temp.: Air Temp.: ASTM C-138 ASTM C-1064 Remarks: Contractor and S S _ By whom prepared: producer are both responsible 1 Concrete Source: C.,qSL C6 S Gals. 20 for added water as per ASTM 16 of water 2S General Contractor 5 added 36 C-94. Discharge time limit 60 35 Storage Location: min. max. 55 50 90 min. or 300 revolutions. Curing Box: Curing Temp. F° CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Day Air Dry Unit Weight: pcf Unit Weight.As Received: Pcf Specimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture Number Tested attest in. in.) 1(sq. in.) pcf LBS. _Strength PSI (ASTM C-39) 1 .S 1/1/ l I (.A,. s-lo �-ntoo NO. 7 cf-11,rev1,00 ALLTE816UUMHLLILU Approved: Daily Report Briggs Engineering & Testing PROJECT: Shez� 'c� BRIG OB A Division of PK Associates, Inc. PROJECT#: Ne— V INSPECTOR: �I- Qu EMP.#: 03,--cr, REPORT#: DATE: \p_. --`;d CODE C-7 ARR.TIME: JOB HRS.: T.T.: MILEAGE- TEMP.: Hqb° L.sNO WIND: H O HUMID.: H ICLOUDY SUNNY NO.OF PAGES TO THIS REPORT: NO.OF BACK UP SHEETS TO THIS REPORT: I reported to the above mentioned project site at the request of the client in order to conduct soils, reinforcing steel an =concret6inspections. SOILS TESTING: D COMPACTION TESTS WERE CONDUCTED in the areas as noted on the attached report. Please see the attched reports for details. i VISUAL SOILS MASONRY BITUMINOUS REINFORCING STEEL OR OTHER INSPECTIONS/OBSERVATIONS: 1 . 2. 3. 4. I 5. REINFORCING STEEL AND CONCRETE: 1 . A reinforcing steel inspection WAS / AS NOT conducted today. . 2. Contractor placed (b,"- cubic yards of L cOcO PSI concrete today in which \ SETS OF �A _TEST CYLINDER(S) WERE FABRICATED and STORED cue 1- Avo Please see attached reports for all details. Technicians Arrival Time: JApproved by: Techniciam De artumTime: lApproved by: Technician: Csu- -y Approved CONCRETE PLACEMENT INSPECTION IdL eahacsIS Briggs Engineering & Testing PROJECT:S� A Division of PK Associates, Inc. PROJECT#: -cr INSPECTOR: PAGE OF DATE: _ Zc _G�, CODE: C26 TEMP.: H °sN L WIND.: H Q HUMID.: H C) _ SU NY CLOUDY Concrete Source: C:n e rn-k General Contractor: Storage Location: Curing Box: Other: , Inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. All items in non-conformance are either corrected during inspection or noted herein. Detailed inspection of reinforcing for size, quantity, grade, spacing and configuration is reported separately when performed. Preplacement: Weather ,moo;, Steel arrangement 0,_ Temp. yb0 Steel clearance o,_ Forms for general requirements. Cl(- Steel cleanliness Grade preparation cv_ Steel supports Placement: Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-172. ASTM C-94 Limits ASTM C-94 Limits Time Limits o 1-1/2 hrs. max. Temperature 50-90° F Slump '1 - 5 Mixing — 70-300 Rev. Air content IJ\ - % Density — t 3 p.c.f. Location: Remarks: r�— (�(� Method of placement: Chute J Pump Other Load Arr. Truck No. of Mix Conc. Slump i Air Air Conc. Conc. CA Cyl. Set Gals. Unit Wo. Time No. Yds. Duration Temp. (in.) (%) Temp. Strength Strength Size Fabr. # added Weight (min.) (°F) (°F) Deliv. Required water ( cf) 1 - 1 2 \\ 90 io s y�' i 3 c .�y b� o - - - - _ IS 4 - - - - - - \S 5 St. h - 6 7 8 9 10 Approved: I Daily Report ort BR��Qs Briggs Engineering & Testing PROJECT: A Division of PK Associates, Inc. PROJECT#: W INSPECTOR: EMP.#: o-3 ' REPORT#- DATE: p ;g-;;�, CODE ARR.TIME: JOB HRS.: T.T.: — MILEAGE: TEMP.: Hqo° L"� WIND: H HUMID.: ® L CLOUDY1m% SUNNY NO.OF PAGES TO THIS REPORT: NO.OF BACK UP SHEETS TO THIS REPORT: I reported to the above mentioned project site at the request of the client in order to conduct soils reinforcing steel and oncr inspections. SOILS TESTING: COMPACTION TESTS WERE.CONDUCTED in the areas as noted on the attached report. Please see the attched reports for details. VISUAL SOILS, MASONRY, BITUMINOUS, REINFORCING STEEL OR OTHER INSPECTIONS/OBSERVATIONS: 1 . 2. 3. 4. 5. REINFORCING STEEL AND CONCRETE: 1 . A reinforcing steel inspection AS WAS NOT conducted today. 2. Contractor placed 22 5 cubic yards of ycoo PSI concrete today in which �_ SETS OF �_TEST CYLINDER(S) WERE FABRICATED and STORED _-�ro nlc�ce.n..�rc� Please see attached reports for all details. Technicians Arrival Time: Approved by: Technician3 Departure-Time: lApproved b : Technician: L Approved k 1. E l ' Daily Report Briggs Engineering & Testing PROJECT-. �e vJoec� � uc�-S BRIOOS A Division of PK Associates, Inc. PROJECT#: INSPECTOR: EMP.#: O3SL' REPORT#: DATE: \O_��c -co CODE S-Z� ARR.TIME: JOB HRS.: T.T.: _ MILEAGE: TEMP.: HSz.' Ly50 WIND: H (K) 2NO. UMID.:. H � L CLOUDY P�SUNNY NO. OF PAGES TO THIS REPORT: OF BACK UP SHEETS TO THIS REPORT: I reported to the above mentioned project site at the request of the client in order to conduct oils reinforcing steel and concrete inspections. SOILS TESTING: 3 COMPACTION TESTS WERE CONDUCTED in the areas as noted on the attached report. Please see the attched reports for details. VISUAL SOILS, MASONRY, BITUMINOUS, REINFORCING STEEL OR OTHER INSPECTIONS/OBSERVATIONS: 1 . 2. 3. 4. 5. REINFORCING STEEL AND CONCRETE: 1 . A reinforcing steel inspection WAS / =NOT�i?bnducted today. 2. Contractor placed O cubic yards of PSI concrete today in which SETS OF TEST CYLINDER(S) WERE FABRICATED and STORED Please see attached reports for all details. Technicians Arrival Time: Approved b : Technician'S Departure-Time: lApproved by: Technician: c J C Approved A Soils Compaction Report Z - PROJECT: BRIGGS Briggs Engineering & Testing She \e hJcoc� (���c�ucS A Division of PK Associates, Inc. PROJECT#: ��� INSPECTOR: C EMP.#: REPORT#: DATE: �o_fie ro V CODE: ARR.TIME: JOB HRS.: T.T.: MILEAGE: — TEMP.: H 5Z° L�-l5° WIND: H O HUMID.: H n. L �-CLOUDY: Maximum Dry Density: \2-5. S Optimum Moisture Content: `� o Method of Testing ( Check One) : Sand Cone Nuclear Densometer Test Location Estimated Elevation Test Results Req. Min. Moisture Optimum No. Area Tested % Com % Comp. Content % Moisture F 1.Shea 10 x zo' SS Z " S L1 S Z u r Tests not meeting requirements: ,\\ Who notified: M- --e C Recommendations: �oc-�e c. - Remarks: Technician: �, tiC __ _ Approved s Daily Report Briggs Engineering & Testing PROJECT: SHEPLEY WOOD PRODUCTS BRIGGS A Division of PK Associates, Inc. PROJECT#: 20696 INSPECTOR: Dave Geisser EMP.#: 412 REPORT#: DATE: 1 0/1 2/0 0 CODE: S26 ARR.TIME: 1:00 pm JOB HRS.: 3.5 T.T.: MILEAGE: TEMP.: H 50F L WIND: H X L HUMID.; H L L X SUNNY NO.OF PAGES TO THIS REPORT: 3 NO.OF BACKUP PAGES TO THIS REPORT: 2 1 reported to the above mentioned project site to perform the scheduled soil compaction inspection. VISUAL SOILS,MASONRY,BITUMINOUS, REINFORCING STEEL OR OTHER INSPECTIONS/OBSERVATIONS: 1 . 1 performed test #1 on compacted soil on south part of building area. Test #1 revealed inadequate moisture and compaction. The building area was moistened as recommended by Briggs and was susequently compacted. The area was then retested and adequate compaction was measured. 2. The superintendent was informed of all results and findings. *Please see the attached report(s) for further details. Technician: Dave Geisseir Approved a1 Soils Compaction Report PROJECT: BRIOOS Briggs Engineering & Testing �_` 'F�i_ — f-�y�^/ivis A Division of PK Associates, Inc. PROJECT#: -2-0(o9(o INSPECTOR: DAV 6-s!56 EMP.#: REPORT#: DATE: / p OZ7 CODE: PAGE OF TEMP.: 5b4 WIND:. 0j:) L HUMID.: H TPQUN�NY CLOUDY Maximum D Density: Optimum Moisture Content: S�• Method of Testing ( Check One) : Sand Cone Nuclear Densometer Test Location Es im_Id Elevation Test Results Req. Min. Moisture Optimum sr No. Are T % Comp. % Comp. Content % Moisture % to b s"/ Tests not meeting requirements: Who notified: Recommendations: Remarks: Technician: Approved: s.c.r.rev1,00 A BR1008 Briggs Engineering & Testing Dsja . `� A Division of PK Associates, Inc. .I Date: o ► 2_ -- Z o 0 0 Inspector: EMP.O: REPORT*: CODE: LAB*: ARR. TIME: e > JOB HOURS: T.T.: MILEAGE: TEMP.: H L V uW: H L HUMID: H L SUIW CLOUDY c C . 0 "TESTS t 1 nspecter- CAW Date: Approved: w ` Daily Report PROJEC T: BRIGGS Briggs Engineering & Testing SHEPLEY WOOD PRODUCTS/HYANNIS A Division of PK Associates, Inc. PROJECT#: 20696 INSPECTOR: Dave Geisser EMP.#: 412 REPORT#: DATE: 10/6/00 CODE: S26 ARR.TIME: 7:15 am JOB HRS.: T.T.: MILEAGE: TEMP.: H 60F L WIND: H X L HUMID.: H X L CLOUDY NO.OF PAGES TO THIS REPORT: 3 NO.OF BACKUP PAGES TO THIS REPORT: 2 I reported to the above mentioned project site to perform the scheduled soil compaction inspection. VISUAL SOILS, MASONRY, BITUMINOUS, REINFORCING STEEL OR OTHER INSPECTIONS/OBSERVATIONS: 1 . Recently placed sandy fill was compacted and tested this morning. Fill around the perimeter walls was compacted using a large plate. Unsatisfactory results were achieved and this area was further compacted until satisfactory test results were achieved as noted for tests 4R, 5R, 6R and 7R as shown on attached sheets. 2. Compaction in the interior of the building was accomplished by vibratory roller. Tests in this area revealed adequate compaction. 3. The superintendent was informed of all results and findings. *Please see the attache d report(s) for further details. Technician: Dave Geisser Approved 4� 4 1 , Soils Compaction Report 411L\316 PROJECT: BRIoGs Briggs Engineering & Testing S A Division of PK Associates, Inc. PROJECT#: INSPECTOR: T),4(j EMP.#: REPORT#: DATE: t3-6 CODE: PAGE OF TEMP.: ®(,0, L WIND: L HUMID.: m L SUNNY LOUD Maximum Dry Density: Optimum Moisture Content: s� Method of Testing ( Check One) : Sand Cone Nuclear Densometer X Test Location E imate,d Elevation Test Results Req. Min. Moisture Optimum No. Are ested b� % Comp. % Comp. Content % Moisture % I S =4- O w 1 0o Fig 9�• q S �l• .� W, 7 �p• r . 93.7 6 -0,57 Tests not meeting requirements: Who notified: Recommendations: Remarks: Technician: Approved: s.c.r.rev 1,00 BRIGGS Briggs Engineering & Testing Prejectw. S Project A Division of PK Associates, Inc. Date- 2 0 0 0 I nspecton—p EMP.s: REPORT*: CODE: LAB*: ARR. TIME: JOB HOURS: T.T.: MILEAGE: TEMP.: H L YIN L HUMID L Sumly "'ro Ek[STintG �,�� b A n Y i 1 nspettor- Date: Approved: Concrete Cylinder Test Result CF-11 Project: BRIGGS Briggs Engineering & Testing J j `a ♦�tC��:,� IaOCfG' NZY A Division of PK Associates, Inc. Project#: Date: /p d m C C3 Client: Cement Brand or Class: Approved Mix Design Location: Mix proportions (by Wt ) 1 cubic yard Mix I.D. Amount Cement lbs. Ticket No.: z z. S-'J Batch Time: Fine Aggregate lbs. Stren th Delivered: 96dc Coarse Aggregate lbs. Strength Required: c o d a Water Gals. Set No.: Time of Test: 3 `, Water Reducing oz. Truck No.: 5 9 Load #.: 7- Air Entraining oz. Number of C I.: C.A. Size: Other oz. Slump Air Content S, -Z ASTM C-143 ASTM C-231/C-173 Field Unit Weight pcf Target: Concrete Temp.: Air Temp.: ASTM C-138 ASTM C-1064 78 S Remarks: Contractor and _ _ By whom prepared: producer are both responsible ;'i� 1�`,, Concrete Source: for added water as per ASTM <�I General Contractor 5f ct/ C-94. Discharge time limit r�i Storage Location: In. max. ` CC a4GJrr?4? 90 min. or 300 revolutions. Curing Box: Hf a Curing Temp. F° CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Day Air Dry Unit Weight: pcf Unit Wei ht As Received: pcf Specimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture Number Tested at test in. in.) (sq. in. cf LBS. Strength PSI ASTM C-39) DA 1 .S y b a ily 950 s cf 1 1 .rev1 ,00 ALL TESTS COMPLETED ALL ti Daily Report Briggs En-ineerin- & Testing PROJECT: BRIGOS �'; SHEPLEY WOOD PRODUCTS/HYANNIS <-01 A Division of PK Associates, Inc. PROJECT#: 20696 INSPECTOR: Gene Greenan EMP.#: 462 REPORT#: DATE: 10/4/00 CODE: C26 ARR.TIME: 2:00 pm JOB HRS.: T.T.: MILEAGE: TEMP.: H X L WIND: H L X HUMID.:. H X L SUNNY NO.OF PAGES TO THIS REPORT: 3 NO.OF BACKUP PAGES TO THIS REPORT: 2 reported to the above mentioned project site to perform the scheduled concrete placement. inspection. VISUAL SOILS,MASONRY, BITUMINOUS, REINFORCING STEEL OR OTHER INSPECTIONS/OBSERVATIONS: 1 . A concrete placement inspection was performed today for the east and north sides of the foundation wall. 2. The superintendent was informed of all results and findings. REINFORCING STEEL AND CONCRETE INSPECTIONS: 1 . The contractor placed 16 cubic yards of 4000 PSI concrete in which one set of four cylinders were fabricated and stored near the placement. 2. A reinforcing steel inspection was performed today. *Please see the attached report(s) for further details. Technician: Gene Greenan Approved V J CONCRETE PLACEMENT INSPECTION PROJECT: FRIODS Briggs Engineering & Testing KE��E� wooer A Division of PK Associates. Inc. PROJECT#: INSPECTOR: ,,," �1C PAGE OF DATE: 10 - ci • a C26 TEMP.. H—• L WIND.: H L HUMID.: H C L SUNNY LOUDY Concrete Source: GtMp �'�� a rv,� General Contractor: bv6o p Storage Location: s Ceng Box: N o Other. �,oF�e-p- �R Inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. All items in non-conformance. are either corrected during inspection or noted herein. Detailed inspection F of reinforcing for size, quantity, grade, spacing and configuration is reported separately when performed. Preplacement: Weather ✓ Steel arrangement Temp. Steel clearance Forms for general requirements. t/ Steel cleanliness i Grade preparation ✓ Steel supports Placement: Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-172. ASTM C-94 Limits ASTM C-94 Limits Time Limits V 1-1/2 hrs. max. Temperature ✓ 50-90° F Slump V 3 - S ' Mixing 70-300 Rev. Air content f 4-f- (a % Density ± 3 p.c.f. Location: FAST -r- /Z SI:D S s Remarks: o S i'H.ati- 1i2L �p 4c LT+f �FN117 r 4 7 M r- S, f��.+�e l ^� S'�'e C.r �� C�'lam/ n A Method of placement: Chute_ Pump Other Load Arr. Truck No. of Mix Conc. Slump Air Air Conc. Conc. CA Cyl. Set Gals. Unit No. Time No. Yds. Duration Temp. (in.) Temp. Strength Strength Size Fabr. # added Weight min.) (° Deliv. Required water cf) t i�5 5� ASv g^ — r — I '{Qod c'eaoo / -- o 2 3 4 5 6 7 8 9 10 c.p.i.rev1,00 Approved: I r� Concrete Reinforcing Steel Report Zash BRIGG Briggs Engineering & Testing PROJECT' a r, Ot?Q�V �ti A Division of PK Associates, Inc. PROJECTM INSPECTOR: r ✓l�l✓1 EMPM: (F Z REPORT# DATE: 16 6 o CODE: O d PAGE OF TEMP.: H L WIND: H L HUMID.: H L SUNNY CLOUDY Reinforcing steel was inspected for arrangement, cleanliness and checked against working drawings and reference specifications of ACI-301 for the following items. Check marks indicate compliance. All items in non-compliance are either corrected during inspection or noted below. Inspection of mechanical connections such as "Caldwell" or "Stricon" are reported separately when performed. Size and location: ,/ Clearance to forms: - Grade Strength: V Extra bars at openings:_ i/ Splice Lapping: ✓ Adequate ties: y Spacing: Concrete coverage: ✓ Supports: ,/ Stirrup spacing: Location and Drawing #: <2 It-3 - c Remarks: 6u S- 3 57d Q Technician Approved c.r.s.i.revl,00 Concrete Cylinder Test Result CF-11 Bri-s Engineering & Testing Project. BRIGGS - A Division of PK Associates, Inc. Project#: O Date: C `3 - U c Client:C_,�4 Cement Brand or Class: Approved Mix Design Location: Mix ;proportions (by Wt ) 1 cubic yard Mix I.D. Amount Cement lbs. Ticket No.: 1 zz Z- 5 Batch Time: Z 3�- Fine Aggregate lbs. Strength Delivered: L10 d d Coarse Aggregate lbs. Stren th Required: s' a Water r a Gals. Set No.: Time of Test: - -- Water Reducing oz. Truck No.: S Load #.: �-- Air Entraining oz. Number of C I.: C.A. Size: 3 Other oz. Slump Air Content ASTM C-143 ASTM C-231/ 173 Field Unit Weight pcf Target: Concrete Temp.: Air Temp.: ASTM C-138 ASTM C-1064 - —7 D Remarks: Contractor and = _ By whom re ared: � H producer are both responsible A.11 15`-1, Concrete Source: 6�o for added water as per ASTM ��_, :f vt3t?r' <<� General Contractor a C-E� Z_1E.-, C-94. Discharge time limit ,rii« ;q; Storage Location min. max. I Le 90 min. or 300 revolutions. Curing Box: t-(V Curing Temp. F° CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Day Air Dry Unit Weight: pcf Unit Weight As Received: pcf Specimen Date Age Dia. Height Area Density Max. Load Compressive 'Type/Fracture Number Tested at test in. in. (sq. in.) pcf LBS. Strength PSI ASTM C-39) `1 DHY � -O 20 S �D a: 9 3 I �a. -5b W1y cf-1 1 .rev 1 .00 ALL TESTS COMPLETED Approved: ti Daily Report Briggs Engineering & Testing PROJECT: SHEPLEY WOOD PRODUCTS/HYANNIS BRIGGS A Division of PK Associates, Inc. PROJECT#: 20696 INSPECTOR: Gene Greenan EMP.#: 462 REPORT# DATE: 1 0/3/0 0 CODE: C26 ARR.TIME: 1:30 pm JOB HRS.: T.T.: MILEAGE: TEMP.: H 70F L WIND: H L X HUMID.: H L L X SUNNY NO.OF PAGES TO THIS REPORT: 2 NO.OF BACKUP PAGES TO THIS REPORT: 1 1 reported to the above mentioned project site to perform the scheduled concrete placement inspection. VISUAL SOILS, MASONRY, BITUMINOUS, REINFORCING STEEL OR OTHER INSPECTIONS/OBSERVATIONS: 1 . A concrete placement inspection was performed today for the westside foundation wall. 2. The superintendent was informed of all results and findings. REINFORCING STEEL AND CONCRETE INSPECTIONS: 1 . The contractor placed 15 cubic yards of 4000 PSI concrete in which one set of four cylinders were fabricated and stored near the placement. *Please see the attached report(s) for further details. Technician: Gene Greenan Approved A,. S . i CONCRETE PLACEMENT INSPECTION �` ■� PROJECT: , p/�"" l BRIOOS Briggs Engineering & Testing c• )�/r V. -0&d s •_� A Division of PK Associates, Inc. PROJECT#: INSPECTOR:( PAGE OF DATE: , r O, p CODE.. 26 TEMP.: CH L 0 IWIND.: H L HUMID.: H L UNNY LOUDY Concrete Source: (f4> General Contractor: ,'Z> Storage Location: ,;_p Curin Box: o Other: Inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. All items in non-conformance_are either corrected during inspection or noted herein. Detailed inspection of reinforcing for size, quantity, grade, spacing and configuration is reported separately when performed. Preplacement: Weather if Steel arrangement �f Temp. Steel clearance Forms for general requirements. ✓ Steel cleanliness V Grade preparation Steel supports Placement: Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-172. ASTM C-94 Limits ASTM C-94 Limits Time Limits ✓ 1-1/2 hrs. max. Temperature V 50-90° F Slump �_ 3 - 5 Mixing 70-300 Rev. Air content %Y Density t 3- Y p.c.f. Location: VNP_5$-s Remarks: -�,.{ ..� � S v rz, Method of placement: Chute ✓ Pump Other Load Arr. Truck No. of Mix Conc. Slump Air Air Conc. Conc. CA Cyl. Set Gals. Unit No. Time No. Yds. Duration Temp. (in.) (9',) Temp. Strength Strength Size Fabr. # added Weight ° Deliv. Re uired water cf) v�6 `5� -- o 2 "� 5 `i j ObOb lX�G �� 3 4 5 6 7 8 9 10 r_C.p.i.rev1,00 Approved: n a4'R Daily Report Briggs Engineering & Testing PROJECT. BR1008 A Division of PK Associates, Inc. PROJECTM 2 O 6 9eo' 'Q-C-3;V- INSPECTOR: �o EMP.#: 2 p 3 REPORT#: DATE: CODE: ARR.TIME: JOB HRS.: T.T.: MILEAGE: . TEMP.: H 4,5 L Gc> WIND: H HUMID.: � L OU Y SUNNY NO. OF PAGES TO THIS REPORT: NO.OF BACK UP SHEETS TO THIS REPORT: I reported to the above mentioned project site at the request of the client in order to conduct soils, reinforcing steel and concrete inspections. j 3 1 SOILS TESTING:, ^ZSk COMPACTION TESTS WERE CONDUCTED in the areas as noted on the attached report. Please see the attched reports for details. i VISUAL SOILS, MASONRY. BITUMINOUS REINFORCING STEEL OR OTHER INSPECTIONS OBSERVATIONS: 2. 3. 4. 5. REINFORCING STEEL AND CONCRETE: 1 . A reinforcing steel inspection WAS / WAS NOT conducted today. 2. Contractor placed 15 - cubic yards of yoc4 PSI concrete today in which SETS OF y TEST CYLINDER(S) WERE FABRICATED and STORED ��-,`_ c Please see attached reports for all details. Technicians Arrival Time: JApproved by: Technicians De artur ime: JApproved by: Technician: Approved i CONCRETE PLACEMENT INSPECTION PROJECT: rBRIQGS Briggs Engineering & Testing Sljo I A Division of PK Associates, Inc. PROJECT#: 6 INSPECTOR: t�eo /oi ARR.TIME: JOB HRS.: DATE: D•2.Ob CODE: TEMP.: H(o$ L&p JWINO: H L HUMID.: H L SUNNY CLOUDY Concrete Source: General Contractor: Storage Location: Curing Box: Other: Inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. All items in non-conformance are either corrected during inspection or noted herein. Detailed inspection of reinforcing for size, quantity, grade, spacing and configuration is reported separately when performed. Preplacement: Weather ,/ Steel arrangement Temp. ,/ Steel clearance Forms for general requirements. ,✓ Steel cleanliness Grade preparation Steel supports Vol Placement: Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-172. ASTM C-94 Limits ASTM C-94 Limits Time Limits ( 1-1/2 hrs. max. Temperature ✓ 50-900 F Slump Mixing A,-,A" 70-300 Rev. Air content �� y- 6 % Density AIA—t 3 p.c.f. Location: Ekf Uo// and GJo// Remarks: X .�T tl^,P +e-yA e Cn.1 tiorkal:(1 one1 _4,e Loe, p+ < i C t 4' Ira n}l r Method of placement: Chute_ Pump Other Load Arr. Truck No. ol Mix Conc. Slump Air Air Conc. Conc. CA Cyl. Set Gals. Unit No. Time No. Yds. Duration Temp. (in.) (%) Temp. Strength Strength Size Fabr. # added Weight min. °F °F Deliv. Required water ( cf 1 io: v (06 "7 Xil 20 7.8 AS 65 y000 V400 a1.1 I 2 l '/ 4,16av V"1,1 3 v 3 4 5 6 7 8 9 10 Approved: t Concrete Cylinder Test Result CF-11 Zaa MAY 2 3 2001 Bri--s Enineerin2 & Testi t: B R I G G S DD A Division of PK Associate'sE lncr ti f,t,). P,F?ject#: 1 Date: 2,7 o0 Client: SN61PL`Y Cement Brand or Class: Approved Mix Design Location: C> -f- s t s Mix proportions -Cc��{ �..c S (by Wt ) 1 cubic yard Mix I.D. Amount Cement lbs. Ticket No.: f 212Z- Batch Time: Z Fine Aggregate lbs. Stren th Delivered: 442 o Coarse Aqqregate lbs. Strength Required: �Dov 6r Water Gals. Set No.: Time of Test: 1 Water Reducing oz. Truck No.: 6p-Z, Load #.: Air Entraining oz. Number of C I.: C.A. Size: 3 Other oz. Slump Air Content -S.2 ASTM C-143 ASTM C-231/C-173 Field Unit Weight pcf Target: Concrete Temp.: Air Temp.: ASTM C-138 ASTM C-1064 `� 5 O Remarks: Contractor and _=Ic _ By whom prepared: c producer are both responsible 1"' , Concrete Source: for added water as per ASTM -y ..." ter General Contractor E (_- C-94. Discharge time limit ,raj ;r; Storage Location: e min. max. 90 min. or 300 revolutions. `cc`J1 �-� �/ �t}c�4�e��T Curing Box: " (D Curing Temp. F CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Day Air Dry Unit Weight: pcf Unit Weight As Received: pcf Specimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture Number Tested at test in. (in.) (sq. in.) pcf LBS. Strength PSI ASTM C-39 lqlao `i DA 44.0 H 19.Stp 1q( . /Okdm 2 8� � i :s 7 g 5 a cf-1 1 .rev 1 .00 ALL TESTS Approved: Daily Report Briggs Engineering & Testing PROJECT: SHEPLEY WOOD PRODUCTS BRIGOS A Division of PK Associates, Inc. PROJECT#: 20696 NS-01 INSPECTOR: Gene Greenan EMP.#: 462 REPORT#: DATE: 9/27/00 CODE: C26 ARR.TIME: 12:00 pm JOB HRS.: 2 T.T.: MILEAGE: TEMP.: H 70F L WIND: H L X HUMID.: H L L X SUNNY NO.OF PAGES TO THIS REPORT: 2 j NO.OF BACKUP PAGES TO THIS REPORT: 1 1 reported to the above mentioned project site to perform the scheduled concrete placement inspection. VISUAL SOILS, MASONRY, BITUMINOUS, REINFORCING STEEL OR OTHER INSPECTIONS/OBSERVATIONS: 1 . A concrete placement inspection was performed today for the south and east side of footings. 2. The superintendent was informed of all results and findings. REINFORCING STEEL AND CONCRETE INSPECTIONS: 1 . The contractor placed 35 cubic yards of 4000 PSI concrete in which one set of four cylinders were fabricated and stored near the placement. *Please see the attached report(s) for further details. Technician: Gene Greenan Approved S` CONCRETE PLACEMENT INSPECTION BRIOOS Briggs Engineering & Testing PROJECT: ,-,E P«,., \Aya G A Division of PK Associates, Inc. PROJECT#: INSPECTOR• .—,- - PAGE OF DATE: 9 ,r 7 7-G c> C26 TEMP.• H L WIND.: H L HUMID.: H L. SUNNY LOUDY Con Crete Source:C,+re (fpp General Contractor: Stora s Location:,rrr Curiri Box: h(p Other: Inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. All items in non-conformance are.either corrected during inspection or noted herein. Detailed inspection of reinforcing for size, quantity, grade, spacing and configuration is reported separately when performed. Preplacement: Weather Steel arrangement %./ Temp. Steel clearance Forms for general requirements. Steel cleanliness Grade preparation Steel supports j Placement: Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-172. ASTM C-94 Limits ASTM C-94 Limits Time Limits _�_ 1-1/2 hrs. max. Temperature _50-90° F Slump � s ---�--- Mixing --- 70-300 Rev. Air content ✓ � % 4 �' Density t 3 p.c.f. Location: 6, T013 Remarks: cd Method of placement: Chute Pump Other Load Arr. Truck No. ol Mix Conc. Slump Air Air Conc. Conc. CA Cyl. Set Gals. Unit No. Time No. Yds. Duration Temp. (in.) (9',) Temp. Strength Strength Size Fabr. # added Weight min. ° Deliv. Required water cf 5 ; 6 _ a:0 2 - 3 2Nt Z 12 6 +l s 5.2 o Oaa aou 6 4 5 6 7 8 9 10 c.p.i.rev1,00 Approved: a Briggs Engineering &Testing PROJECT: Daily Report 01414301SSHEPLEY WOOD PRODUCTS A Division of PK Associates, Inc. PROJECT#: 20696 INSPECTOR: Rick Lee EMP.#: REPORT#: DATE: 9/26/00 CODE: S26 ARR. TIME: 7:00 am JOB HRS.: 2 T.T.: MILEAGE: TEMP.: H 70F L WIND: H L L X HUMID.: H X SUNNY NO. OF PAGES TO THIS REPORT: 1 NO. OF BACKUP PAGES TO THIS REPORT: 0 1 reported to the above mentioned project site to perform the scheduled soil compaction inspection. VISUAL SOILS, MASONRY, BITUMINOUS, REINFORCING STEEL OR OTHER INSPECTIONS/OBSERVATIONS: 1. Upon my arrival on site I was notified by Mike Cipro that no compaction testing would be necessary today as the material was not ready. Rescheduling of the compaction testing would be made. Technician: Rick Lee Approved ��LJ Z Daily Report alx Briggs Engineering & Testing PROJECT: SHEPLEYWOODPRODUCTS ' BRIGGS A Division of PK Associates, Inc. PROJECT#: 20696 '<_01 INSPECTOR: Sean Skorohod EMP.9: 203 REPORT#: DATE: 9/22/00 CODE: S26 ARR.TIME: JOB HRS.: T.T.: MILEAGE: TEMP.: H 75F L 70F WIND: H L X HUMID.: H X L SUNNY NO.OF PAGES TO THIS REPORT: 3 NO.OF BACKUP PAGES TO THIS REPORT: 2 1 reported to the above mentioned project site to perform the scheduled soil compaction inspection. VISUAL SOILS, MASONRY, BITUMINOUS, REINFORCING STEEL OR OTHER INSPECTIONS/OBSERVATIONS: 1 . Four soil compaction tests were performed today. Please see the attached report for locations and results. 2. The superindent was informed of all results and findings. *Please see the attached report(s) for further details. Technician: Sean Skorohod Approved r ' 7_!k PROJECT: Soils Compaction Report - BRIGGS Briggs Engineering & Testing e 96 A Division of PK Associates,Inc. PROJECT#: INSPECTOR: EMP.#: Z 3 REPORT#: DATE: �i _ Z 2_av CODE: PAGE Z OF 3 TEMP.: H 75 L -70 WIND: H HUMID.: L SUNNY CLOUDY Maximum Dry Density: / 2 8 Optimum Moisture Content: . s Method of Testing ( Check One) : Sand Cone Nuclear Densometer Test Location Estimated Elevation Test Results Req. Min. Moisture Optimum No. Area Tested %Comp. %Comp. Content % Moisture % See- a4cclnea 1-a,)hna —z5o4z -y, k9 I l 9 S 9, SS 2 E �/ S V C,rA z 94 O \V O �/ Tests not meeting requirements: t4 q Who notified: Z.p Recommendations: i4dc/ Remarks: ArL-nS once t_J`ll 18eeCk a-CA A c + nct Technician: 0 Approved f E x S T N G 8 U I L O D Gr C CO Subject: Project#: Briggs E ineerin & Testing Skeple b)o,.l gg g� g g � Z CS<oq BRIGGS I FProd0G+!5 Drawn by: Rockland,MA•(781)871-7982 S?S Cumberland,RI•(401)658-2990 Date: Sheet(s): Z , 3 of 3 4AN f BRIGGS Briggs Engineering & Testing tiA Drwstox of PK AssoCLATEs, l.vc. ti September 22, 2000 Shepley Wood Products, Inc. 216 Thornton Drive Hyannis, MA 02601-8103 Attn: Mr. Mike Cipro EVALUATION OF SOIL SHEPLEY WOOD PRODUCTS PROJECT NUMBER 20696 REFERENCE NUMBER M-6945 SPECIMEN One sample of Gravelly Sand from Site. METHOD OF ANALYSIS Maximum density tested in accordance with ASTM Standard Test Method D 1557, Method A, four point procedure, and ASTM D 4718. RESULTS PROCTOR Maximum Dry Density (P )cf 112.5 Optimum Moisture (%) 14.0 Oversize Correction (%) N/A REMARKS The proctor results are for use in comparing actual in-place density tests. Respectfully submitted, BRIGGS ENGINEERING & TESTING A Division of PK Asoociates, Inc. Mark Liebert Materials Laboratory Supervisor Construction Technology Division 100 Weymouth Street- Unit B-1 100 Pound Road Rockland, MA 02370 Cumberland, RI 02864 Phone (781) 871-6040• Fax (781) 871-7982 Phone (401) 658-2990 ® Fax (401)658-2977 I BRIGGS Briggs Engineering & Testing A Division of PKAsscciates,Inc. Pro'ect: Shepley Wood Products Sam le no. M-6945 Date: 9/22/00 Proctor ll3 112 Max. Dry Density 3 111 112.5 pcf Optimum 10 Moisture 14.0 0/6 109 Over Size Jos Correction N/A 107 5 6 7 S 9 10 11 1' 13 1.3 15 16 17 13 19 20 Moisture % I E Daily Report .Apa�` BRIOGS Briggs Engineering & Testing PROJECT- '1Q �J od rrJdJG� A Division of PK Associates, Inc. PROJECTM O INSPECTOR:Q i Le E EMP.#: REPORT#: DATE:q CODE: ARR.TIME: _t�L� JOB HRS.: I T.T.: MILEAGE: TEMP.: H � WIND: L HUMID.: L C UDY SUNNY NO. OF PAGES TO THIS REPORT: i NO.OF BACK UP SHEETS TO THIS REPORT: reported to the above mentioned project site at the request of the client in order to conduct soils, reinforcing steel and concrete inspections. SOILS TESTING: COMPACTION TESTS WERE CONDUCTED in the areas as noted on the attached report. Please see the attched reports for details. VISUAL SOILS MASONRY BITUMINOUS REINFORCING 1S�TEEL OR OTHER INSPECTIONS OBSERVATIONS: 1 . i grrirEC� C '� S1�1 tt� pv +�V1 ,A- c' v�1 n ( 0111 � p c�tg, r � n �-- p ,�1�1 4 ie'3k` :5 H4 �L C( M�'.C�-ids} lcr'�PCJrI i1 p�Qzr-,�tl'��\ �v. �r nc�<-,�w✓� , 1�4 2. _IT��CJ M�-Y��/'Mi�1t{ �'G\� J.1 ' W:i/'e /trt fir- 'r C iPli\'1 (:, F•/)�..���, •I• U 1 -,C tiS 7E, O b -�-;P/ .-L6: Q ick1e uilC'•� �"1'k2 G 1 � }�t� ll) tJi} �^1?c,c�C (�ti,/Pv � 7L ��t�V1 �4�-.n aa�i�;ov�r � Cc� +�,Pctc�i^•� r � arty ko (,oe -I-eS��c� , 3. ,,� ���:v-te,� c�Jlct�c:- Sek �F +rah t't�a we 5�-,-11 rz�irv�� re•y h�.0 rv-KJ�1v„ � f����l� r S.i;ie'G�C'..I C:.�c}inc '�.��/ b�C'�uSC U(- IG,.-t ✓�vi' ♦•,I/? yl'C.�t�7S5 G�Uc� tt. 4. 1 -Cy^tea a {Ir}�r> ;c� r�C ia�� t ✓1�nnyc si;1 �� / s j rk�FY zc� V"''ti ��C �10�J (�' �)/tNi 1�i n ti� 7��(..1�CC� ����c�CC� C`f``61�t i�l C7� SU:1 stir LC�1 is�c'1�1(,•'1 OFt1Vt1 C LC--V)�L 0-1 J. �b.1.t�C'tC�T..� rl _rvl "r e°11 G�i<e,C}1N� G(j,r�t-�- �(r^L' `�iJF✓) ���CJ' 'tZv ��GCI-L,e u1 ✓IT-,.( S t?�C' REINFORCING STEEL AND CONCRETE: 1 . A reinforcing steel inspection WAS / WAS NOT conducted today. 2. Contractor placed cubic yards of PSI concrete today in which SETS OF TEST CYLINDER(S) WERE FABRICATED and STORED Please see attached reports for all details. Technicians Arrival Time: Approved by: Technicians Departure Time: Approved by: Technician: Approved Soils Compaction Report BRIGGSI Briggs Engineering & Testing PROJECT: �—^ A Division of PK Associates, Inc. PROJECT#: 2D 6r,1 U INSPECTOR: (L,c k LPC- EMP.#: REPORT#: DATE: l OU CODE PAGE OF TEMP.: H 60 WIND: by L HUMID.:. L SUNNY CL3>UDY Maximum Dry Density: Q.s� Optimum Moisture Content:ILj-0 Method of Testing ( Check One) : Sand Cone Nuclear Densometer Test Location Estimated Elevation Test Results Req. Min. Moisture Optimum No. Area Tested % Comp. % Comp. Content % Moisture % I ot�ovw Cc ` '� ��U +N4�W w... l SO 'n'c� �Sci�v�a�Ew (�•L CIS c1•'1 ��-U CtS. b,X 3- 5.N Ct15•Z �. q T �. 10.3 Tests not meeting requirements: Who notified: '1'li �e C 1 P TO Recommendations: Remarks: Technician: J.LJ Approved: s.c.r.revl,00 Daily Report Briggs Engineering &Testing PROJECT: SHEPLEY WOOD PRODUCTS/HYANNIS A Division of PK Associates, Inc. PROJECT#. 20696 INSPECTOR: Dave Geisser EMP.#: 412 REPORT#: DATE: 9/5/00 CODE: S26 ARR. TIME: 9:00 am JOB HRS.: 3 T.T.: MILEAGE: TEMP.: H 70F L WIND: H X L HUMID.: H L X SUNNY NO. OF PAGES TO THIS REPORT: 3 NO. OF BACKUP PAGES TO THIS REPORT: 2 1 reported to the above mentioned project site to perform the scheduled soil compaction inspection. VISUAL SOILS, MASONRY, BITUMINOUS, REINFORCING STEEL OR OTHER INSPECTIONS/OBSERVATIONS: 1. Off site gravelly sand from the Victory Pit was spread across the north part of the proposed building area to roughly bottom of footing grade. The fill was compacted by at least four passes by a vibratory roller. 2. Adequate compaction was:measured for this fill layer. 3. The superintendent was informed of all results and findings. *Please see the attached reports for results and further details. Technician: Dave Geisser roved pp A g f - - Soils Compaction Report �RIG�S Briggs Engineering & Testing PROJECT: ,9- vnr(,S -,St'�?Ltal �..►_� A Division of PK Associates, Inc. PROJECT#: Z0 6 1 6 INSPECTOR: PAk/ EMP.#: I-2,, REPORT#: DATE: C1 �D - CODE: ' PAGE OF TEMP.: H L WIND: L HUMID.: H ® UNNY CLOUDY Maximum Dry Density: �� 3 Optimum Moisture Content: Method of Testing ( Check One) : Sand Cone Nuclear Densometer Test Location Estimated Elevation Test Results Req. Min. Moisture Optimum No. Area Tested % Com . % Comp. Content % Moisture % �, S•3 Tests not meeting requirements: A one— Who notified djazi .fizo Recommendations: Remarks: Technician: Approved:_ s.c.r.rev1,00 - Project: S iN IF LE-4— 444 SR1008 Briggs Engineering & Testing Projector vcoq� W -- r A Division of PK Associates, Inc. Date- 9 - rtapector: EMP.s: REPORT*: CODE: L AB O: ARR. TWIE: 090o JOB HOURS: T.T.: MILER( K� TEMP.: —10 L V MD: H L HUMID: H L v 3� 3 w 13� 12g s. d qj a ri Inspector: Date: App rovedr, w t Daily Report 2 26 Briggs Engineering &Testing PROJECT: 14313� gg g g g SHEPLEY WOOD PRODUCTS/HYANNIS 7w A Division of PK Associates, Inc. PROJECT#: 20696 INSPECTOR: Dave Geisser EMP.#: 412 REPORT#: DATE: 9/1/00 CODE: S26 ARR. TIME: 9:15 am JOB HRS.: 4 T.T.: MILEAGE: TEMP.: H L L WIND: H L L HUMID.: H L NO. OF PAGES TO THIS REPORT: 3 NO. OF BACKUP PAGES TO THIS REPORT: 2 1 reported to the above mentioned project site to perform the scheduled soil compaction inspection. VISUAL SOILS, MASONRY, BITUMINOUS, REINFORCING STEEL OR OTHER INSPECTIONS/OBSERVATIONS: 1. One lift of gravelly sand was spread and compacted in and around the building area (please see the attached sketch for detailed locations). 2. Four soil compaction tests were performed and revealed adequate compaction. 3. The superintendent was informed of all results and findings. *Please see the attached reports for results and further details. Technician: Dave Geisser Approved y 011a Solis Compaction Report BRIOOS Briggs Engineering & Testing PROJECT. �S V A Division of PK Associates, Inc. PROJECT#: d 2_0 INSPECTOR: D�� EMP.#: �'1� REPORT#: DATE: _ j,Q D CODE: PAGE OF TEMP.: H L WIND: H L HUMID.: H L SUNNY CLOUDY Maximum Dry Densi A Optimum Moisture Content: Method of Testing ( Check One) : Sand Cone Nuclear Densometer Test Location Esttimat d Elevation Test Results Req. Min. Moisture Optimum No. Ala Tested % Comp. % Comp. o o Content 9'o Moisture /o / t Ad C?c7 ff2q /o S� L 21 T s� 3 a Tests not meeting -requirements: �j-r.2_� Who notified: ct G' Recommendations: Remarks: Technician: VIM, Approved: / /;, s.c.r.rev1,00 J ._ .. Project:. S l-1� l,fs`1= 1�Si11 4S BRIOOS Briggs Engineering & Testing project=• �0 A Division of PK Associates, Inc. Date- Z a O d i nspector: G eA55lE� EMP-s= REPORT*: CODE: LAB*: ARR. TRIE: JOB HOURS: T.T.: �,S MILEAGE: TEMP.: H L V DID: H L HUMID: H L SLIMY CLOUDY jGG pL�C�� IZq a 1Z6 i t Inspector_ 1 TDate: Approved:/ Y'i ;`,,�✓ d I . r 1 Daily Report BRIGOS Briggs Engineering & Testing.AVALIN PROJECT: SHEPLEY WOOD PRODUCTS/HYANNIS ID A Division of PK Associates, Inc. PROJECT#: 20696 INSPECTOR: Dave Geisser EMP.#: 412 REPORT#: DATE: 8/31 /00 CODE: C26 ARR.TIME: 9:00 am JOB HRS.: 2 T.T.: MILEAGE: TEMP.: H 80F L WIND: H L X HUMID.: H L L X SUNNY NO.OF PAGES TO THIS REPORT: 3 NO.OF BACKUP PAGES TO THIS REPORT: 2 I reported to the above mentioned project site to perform the scheduled soil compaction inspection. VISUAL SOILS,MASONRY, BITUMINOUS, REINFORCING STEEL OR OTHER INSPECTIONS/OBSERVATIONS: 1 . A 1' thick lift of gravelly sand from the Victory pit was spread near the east side of the proposed building. The fill was compacted by the large vibratory roller during the site visit. Four tests were performed on the fill. Each test measured satisfactory compaction. 2. The superintendent was informed of all results and findings. *Please see the attached report(s) for further details. Technician: Dave Geisser Approved Soils Compaction Report RIOOS Briggs Engineering & Testing PROJECT: 5ftruytl _ N A Division of PK Associates, Inc. PROJECT#: INSPECTOR: Dq-V 045(ssa EMP.#: REPORT#: DATE: -?f—00 CODE: PAGE OF TEMP.: Ge6O L WIND: H HUMID.: H UN CLOUDY Maximum Dry Density: Optimum Moisture Content: @ Method of Testing ( Check One) : Sand Cone Nuclear Densometer Test Location Estimated Elevation Test Results Req. Min. Moisture Optimum No. Area Tested % Com . % Comp. Content % Moisture % 3 &C'O 12Fs 9 S3 4 5— i• 3 ego �� ?&. & `f 7-- Tests not meeting requirements: , 9'y(fL_� Who notified: Recommendations: . Remarks: Technician: Approved: `''' �-'L7 7 /✓/.. s.c.r.rev1,00 Project:. 5 N 6 LF4 4S BRIOOS Briggs Engineering & Testing Project=: Zo C A Division of PK Associates, Inc. Date: Z 0 a I aapector: GSS _ EMP.s: REPORTS: CODE: LABS: ARR. TIME: O?oo JOB HOURS: T.T.: MILEAGE: TEMP.: H L V IND: H L HUM ID: H L SUNNY CLOUDY r 3P6 1Zs 12� . JZ3 i! I nspector: j Date: y' -`,s�, ` � Daily Report Bri s Engineering & Testing PROJECT: BRIGGS gg g g g SHEPLEYWOODPRODUCTS%HYANNIS x A Division of PK Associates, Inc. PROJECT#: 20696 k—Ne INSPECTOR: Dave Geisser EMP.#: 412 REPORT#: DATE: 8/30/00 CODE: C26 ARR.TIME: 7:15 am JOB HRS.: 3 T.T.: MILEAGE: TEMP.: H 70F L WIND: H L X HUMID.: H L L X . CLOUDY NO.OF PAGES TO THIS REPORT: 3 NO.OF BACKUP PAGES TO THIS REPORT: 2 I reported to the above mentioned project site to perform the scheduled soil compaction inspection. VISUAL SOILS,MASONRY, BITUMINOUS,REINFORCING STEEL OR OTHER INSPECTIONS/OBSERVATIONS: 1 . Fill was placed and compacted in the east side of the proposed warehouse area and in the proposed pavement area to the east. 2. Soil compaction teting revealed adequate compaction, except for test #5. This area was further compacted. Test #5R was accomplished after further compaction and revealed adequate soil density. 3. Fill and virgin sand was excavated from the southwest building corner to footing grade. The area was then compacted. Test #8 revealed adequate compaction at this location. 4. The superintendent was informed of all results and findings. *Please see the attached report(s) for further details. Technician: Dave Geisser Approved r- . e e PROJECT: Soils Compaction Report 0BRIG5 OS Briggs Engineering & Testing 3tfq lC _ `f�Nn) L5 �_..� A Division of PK Associates, Inc. PROJECT#: INSPECTOR: J AV rP � EMP.#: REPORT#: DATE: $�'30.� CODE: PAGE OF TEMP.: &704 L WIND: H HUMID.: C L SUNNY UD Maximum Dry Density: Optimum Moisture Content: S,S Method of Testing ( Check One) : Sand Cone Nuclear Densometer X Test Location Estimated Elevation Test Results Req. Min. Moisture Optimum No. Area Tested % Comp. % Comp. Content % Moisture % Id-5 �6:G 9 S 3 g, S � °z �- 15.0 q' (., 4 5 c- -LA 1S4, 3 (, VN_ _ t,t 10717 9-5-11 K eli G /2`/ 1 95-.1 YS Cpcs Tests not meeting requirements: Who notified: Recommendations: �.�_ S A Remarks: i Technician: Approved: s.c.r.revl,00 • i�Wes..��. ..6 .'.c�w��{^kXy.R.'. g+s� Y .i..__ BRIO OS Briggs En eerie� & Testing Projects. :2 qo:'w, A Division of PK Associates, Inc. Date: $ 3 r-- o -- �"Z o e o Impactor: EMP.s: REPORT*: CODE: LABO. ARR. TQ1E: fl'l 1S JOB HOURS: 3 T.T.: 1 MILEAGE: TEMP_: L VOW: H HUMID H L SUM-V Y AJ O � �xcAv T -7-b 0 Inspector- Date: Approve ./' �4 Daily Report Briggs Engineering &Testing PROJECT: SHEPLEY WOOD PRODUCTS g1�11lC�� .�_ A Division of PK Associates, Inc. PROJECT#: 20696 INSPECTOR: Rick Lee EMP.#: REPORT#: DATE: 8/29/00 CODE: S26 ARR. TIME: 7:00 am JOB HRS.: 2 T.T.: MILEAGE: TEMP.: H 70F L WIND: H X L HUMID.: H X CLOUDY NO. OF PAGES TO THIS REPORT: 1 NO. OF BACKUP PAGES TO THIS REPORT: 0 I reported to the above mentioned project site to perform the scheduled soils compaction inspection. VISUAL SOILS, MASONRY, BITUMINOUS, REINFORCING STEEL OR OTHER INSPECTIONS/OBSERVATIONS: 1. Upon my arrival I spoke with the superintendent who informed me that due to rain the moisture on the sandy material was obviously too wet to be tested. Compaction will be scheduled for a later date. Technician: Rick Lee Approved 9 l a f , it [BRIGGSI Briggs Engineering & Testing A Drvrsrox of PK Assocames. Lvc. vim+ August 28, 2000 Shepley Wood Products, Inc. 216 Thornton Drive Hyannis, MA 02601-8103 Attn: Mr. Mike Cipro EVALUATION OF SOIL SHEPLEY WOOD PRODUCTS PROJECT NUMBER a0C�9� REFERENCE NUMBER M-6792 SPECIMEN One sample of Gravelly Sand from Site. METHOD OF ANALYSIS Maximum density tested in accordance with ASTM Standard a Test Method D 1557, Method C, four point procedure, and ASTM D 4718. RESULTS PROCTOR Maximum Dry Density (pcf) 125.1 Optimum Moisture (%) 7.9 Oversize Correction (%) 7 REMARKS The proctor results are for use in comparing actual in-place density tests. Respectfully submitted, BRIGGS ENGINEERING & TESTING A Division of PK Asoociates, Inc. Mark Liebert Materials Laboratory Supervisor Construction Technology Division 100 Weymouth Street- Unit 13-1 100 Pound Road Rockland, MA 02370 Cumberland, RI 02864 Phone (781) 871-6040• Fax (781) 871-7982 Phone (401) 658-2990 • Fax (401)658-2977 jc!k BRIGGS Briggs Engineering & Testing A Division of PAC Associates,Inc. rProiect: Shepley Wood Products - Hyannis Sam le no. M-6792 Date: 8/28/00 Proctor 126 125 Max. Dry Density 3 125.1 pcf 121 Optimum 123 Moisture 7.9 % 12' Over Size 121 Correction 7% 120 3 4 5 6 7 S 9 10 11 12 13 Moisture % 9 ` Daily Report Briggs Engineering & Testing PROJECT: SHEPLEY WOOD PRODUCTS BRIGGS v A Division of PK Associates, Inc. PROJECT#: 20696 INSPECTOR: Rick Lee EMP.#: REPORT#: DATE: 8/2 8/0 0 CODE: S26 ARR.TIME: 8:00 am JOB HRS.: 7 T.T.: MILEAGE: TEMP.: H 80F L 70F WIND: H L X HUMID.: H L L X SUNNY NO.OF PAGES TO THIS REPORT: 4 NO.OF BACKUP PAGES TO THIS REPORT: 3 I reported to the above mentioned project site to perform the scheduled soil compaction inspection. VISUAL SOILS, MASONRY, BITUMINOUS, REINFORCING STEEL OR OTHER INSPECTIONS/OBSERVATIONS: 1 . Thirty three soil compaction tests were performed today. Please see the attached sketch for detailed locations. All tests met the minimum requirements. 2. The superintendent was informed of all results and findings. *Please see the attached report(s) for further details. Technician: Rick Lee Approved S � -` Solis Compaction Report BRIOOS Briggs Engineering & Testing PROJECT. Sic Ie Wvod rY: �. A Division of PK Associates, Inc. PROJECT#: INSPECTOR: EMP.#: REPORT#: DATE:e,,_� -ap CODE i PAGE OF TEMP.: $a`5 L WINO: L HUMID.: H SqNNY CLOUDY Maximum Dry Density: Optimum Moisture Content: $. Method of Testing ( Check One) : Sand Cane Nuclear Densometer s Test Location Estimated Elevation Test Results Req. Min. 'Moisture Optimum i No. Area Tested % Com . % Comp. Content % Moisture %1 ecce kv, 90- - 6SS L i . —�' 1� )_ 3.q I q 6 `t' .4 3.4 tC tl — IIIA b it rt`).4 6) c�{ -N 'j.� b `111 5.0 Tests not meeting requirements: Who notified: Recommendations: Remarks: Technician: Approved: s.c.r.rev1,00 Soils Compaction Report PRaI!ECT: BRIOOS Briggs Engineering & Testing wo c�� _0 A Division of PK Associates, Inc. PROJECT#: INSPECTOR: aiC15 Let, EMP.#: REPORT#-. DATE: �S_VS-oo CODE PAGE Z OF Z TEMP.: p( os L WIND: L HUMID.: H �C SUNNY CLOUDY Maximum Dry Density: i Z-d. Optimum Moisture Content: .] Method of Testing ( Check One) : Sand Cone Nuclear Densometer V Test Location Estimated Elevation Test Results Req. Min. Moisture Optimum No. Area Tested % Comp. % Comp. Content % Moisture % f5 Ste See Vf -.' - 4.1 ,5 i`1 �F► �i�.b 6.6 10 7.7- -T qb. S 13 -5 u.3 is "$ hT- &.4 2b -� cll ,S 76 -y `l.0 4 Z -`t 1S.4 16.4 30 3Z Tests not meeting requirements: Who notified: Recommendations: Remarks: Technician: Approved: � s.c.r.revt,00 "` 5 ^�--� A^ �o Jo e N r V ° 1 � N N � � o � M o e j l � o � e — o t fi T • i a i� f ! n Subject: Project#: Briggs Egineering &Testing SGtP��e "Jo'� PreCl, BRIGGS Drawn by: L Rockland,MA•(781)871-7982 L- e Cumberland,RI•(401)658-2990 Date: Sheet(s): v` �'`LS•21( of Briggs Engineering &Testing PROJECT: Daily Report SHEPLEY WOOD PRODUCTS A Division of PK Associates, Inc. PROJECT#: 20696 INSPECTOR: Rick Lee EMP.#: REPORT#: DATE: 8/25/00 CODE: S26 ARR. TIME: 7:00 am JOB HRS.: T.T.: MILEAGE: TEMP.: H 70F L WIND: H L L X HUMID.: H L X SUNNY NO. OF PAGES TO THIS REPORT: 1 NO. OF BACKUP PAGES TO THIS REPORT: 0 I reported to the above mentioned project site to perform the scheduled soils compaction inspection. VISUAL SOILS, MASONRY, BITUMINOUS, REINFORCING STEEL OR OTHER INSPECTIONS/OBSERVATIONS: 1. During my inspection I found that the soil was not achieving adquate compaction with a number of different proctors due to a change in material. I collected a new sample and transported it back to our laboratory for proctor testing. 2. The superintendent was informed of all results and findings. Technician: Rick Lee Approved a Daily Report Briggs Engineering & Testing PROJECT: BRIGGS SHEPLEY WOOD PRODUCTS/HYANNIS A Division of PK Associates, Inc. PROJECT#: 20696 INSPECTOR: Dave Geisser EMP.#: 412 REPORT#: DATE: 8/2 5/0 0 CODE: S26 ARR.TIME: 12:30 pm JOB HRS.: T.T.: MILEAGE: TEMP.: H L WIND: H L HUMID.: H L NO.OF PAGES TO THIS REPORT: 2 NO.OF BACKUP PAGES TO THIS REPORT: 1 1 reported to the above mentioned project site to perform the scheduled geotechnical inspection. VISUAL SOILS, MASONRY, BITUMINOUS, REINFORCING STEEL OR OTHER INSPECTIONS/OBSERVATIONS: 1 . Upon my arrival on site I spoke with the Briggs technician, Rick Lee, as he was departing the site. We discussed the recent testing of the last lift of on site fill which had been placed and compacted after watering. Tests did not reveal adequate compaction as noted in the technicians report for today. The area was at satisfactory moisture content and was compacted by making at least six passes by the large vibratory roller. More moisture was added prior to the my Geotechnical Engineers visit. A sol sample was collected for proctor testing as the soil appeared to contain less gravel than previous site soil samples. I observed two additional passes by the roller. It is the opinion of this firm that compaction was adequate based on the compactive effort and measured mositure. Future lifts of this soil, if any, will be tested based on the coming proctor test which will be performed later this week. 2. The superintendent was informed of all results and findings. ;i 'y ;J Technician: Dave Geisser Approved S�� ' \1 _ .. Project:. 5 N lF (,E 4-- KA)6 BRIOOS Briggs Engineering & Testing project=: A Division of PK Associates, Inc. Date: g 2 Z O O d - Rapector: G 1SSz_ EMP.s: Z- REPORT*: CODE: LAB-R: ARR. TIME: 22y JOB HOURS: T.T.: MILEAGE: TEMP.: H L V WD: H L HUMID: H L SUNIIY CLOUDY Y ISO/& Approved:` Inspector: Date: r Daily Report Zam Briggs Engineering & TestingPROJECT: SHEPLEYWOODPRODUCTS/FYANNISBRIGGS A Division of PK Associates, Inc. PROJECT#: 20696 INSPECTOR: Dave Geisser EMP.#: 412 REPORT#: DATE: 8/2 3/0 0 CODE: S26- ARR.TIME: 7:30 am JOB HRS.: 6 T.T.: MILEAGE: TEMP.: H 70F L WIND: H L X HUMID.: H L X SUNNY NO.OF PAGES TO THIS REPORT: 3 NO.OF BACKUP PAGES TO THIS REPORT: 2 1 reported to the above mentioned project site to perform the scheduled soil compaction inspection. VISUAL SOILS, MASONRY, BITUMINOUS, REINFORCING STEEL OR OTHER INSPECTIONS/OBSERVATIONS: 1 . 1 tested compaction of off site gravelly sand from Yarmouth pit. Tests 3, 4 and 5 revealed adequate compaction in and adjacent to building area. 2. Tested compaction of site soils placed to southeast of building. Tests 1, 2, 6, 7, 8, 9 and 10 revealed adequate compaction. 3. The superintendent was informed of all results and findings. *Please see the attached report(s) for further details. Technician: Dave Geisser Approved J' i f i Soils Compaction Report �••� PROJECT. _ BRIOOS Briggs Engineering & Testing EFIG A^jiv/S ' A Division of PK Associates, Inc. PROJECT#: INSPECTOR: YJ4V e�/ssa EMP.#: REPORT#: DATE: CODE: PAGE OF TEMP.: H L WIND: H L HUMID.: H L UNNY CLOUDY Maximum Dry Density: �o'��.5 1 f�py8 32g� Optimum Moisture Content: ,D 12.3 1 (, L-� Method of Testing ( Check One) : Sand Cone Nuclear Densometer _fie Test Location EsVpma ed Elevation Test Results Req. Min. Moisture Optimum (SM No. Area Tested % Comp. % Comp. Content % Moisture % 1 ar �&doo IS�q �?G 3v 9; 8, 3 R. a O 1�- y S.y � 000 21 9q, 2- ZZ q4. 3 S 9 a �- 120 y 7 ro - Z3 3 �/ , Tests not meeting. requirements: Who notified: Recommendations: Remarks: 49 Technician: Approved: sx.r.revl,00 f Project:. N IF?UF-y MA)GCS BRIGGS Briggs Engineering & Testing Pro ject e: V A Division of PK Associates, Inc. Date: r- -3 2 0 0 Inspector: G p.s: REPORTS. CODE: LAB*: ARR. T ME: U JOB HOURS: T.T.: MILE AGE: TEMP.: H L MIND: H L HUMID: H L OHM CLOUDY L I r Clew 00 �? 010 /ci4 \ CamP/ T W/,Ds - 0 \ 3 � �ZS I ILA / LOC*i//vn) or: j Date: Approved: Inspect Daily Report J12 1h Briggs Engineering & Testing PROJECT: SHEPLEY WOOD PRODUCTS/HYANNIS A Division of P<Associates, Inc. PROJECT#: 20696 �,'•�• INSPECTOR: . Ken Ames EMP.#: 904 REPORT#: DATE: 8/18/00 CODE: S26 ARR. TIME: 7:00 am JOB HRS.: 2 T.T.: MILEAGE: TEMP.: H 70F L 50F WIND: H L L X HUMID.: H L X SUNNY NO. OF PAGES TO THIS REPORT: 2 NO. OF BACKUP PAGES TO THIS REPORT: 1 I reported to the above mentioned project site to perform the scheduled soil compaction inspection. VISUAL SOILS, MASONRY, BITUMINOUS, REINFORCING STEEL OR OTHER INSPECTIONS/OBSERVATIONS: 1. Four compaction tests were performed today. Please see the attached report for detailed locations and results. 2. The superintendent was informed of all results and findings. *Please see the attached reports for results and further details. IT 1. Technician: Ken Ames .Approved C' I Soils Compaction Report Briggs Engineering &Testing PROJECT: e A Division of PK Associates, Inc. PROJECT#: i INSPECTOR: 117 EMP.#: Gf REPORT#: DATE: g— `� 00 CODE: a PAGE a OF �— TEMP.: H p L 7 sa WIND: H (` L� HUMID.: H (0L11 L §UNNY CLOUDY Maximum D Density: / 5 i Optimum Moisture Content: Method of Testing ( Check One) : Sand Cone Nuclear Densometer Test Location Estimated Elevation Test Results Req. Min. Moisture. Optimum No. e e— e;,7 a r`{S e low Area Tested %comp. % Comp. Content Moisture % ,e f OL- `S0 J 1 ' -_9 q 5' (y h 4l V� yY Tests not meeting requirements:-- Who notified: Recommendations: i Remarks: Area be,- k f cj e 5v j A E�Technician: Approved: %, . BR GG�S Briggs Engineering & Testing A DivisioN of PK Assocl tm. Isc vim+ i Shepley Wood Products - Hyannis Briggs # Tested: 8-18-00 1. Sample No. Description Source M-6754 Gravelly Sand - On- Site 2. Sieve Analysis {ASTNI C 136, and ASTM C 117} Sample A Sieve Size Results Specs. Standard Alternative {% Passing by Wt.} 150 mm 6" 100 75 mm 3" 100 63 mm 2-1/2" 100 50 mm 2" 100 37.5 mm 1-1/2 100 25.0 mm 1" 98 19.0 mm 3/4" 9J 12.5 mm, 1/2" 92 9.5 mm 3/8" 91 4.75 mm #4 88 2.36 mm #8 84 1.18 mm #16 76 600 ccm #30 51 300 ccm #50 2 3 150 um #100 6 75 um #200 3,2 3. Specifications were not provided for this sample analysis. 4. Proctor Density {four point procedure-ASTM D 1557 Method C, and ASTM D 47181 a Results Maximum Dry Unit Weight (pcf) 131.7 Optimum Moisture Content (%) 7.0 Oversize Correction (%) 2-3 100 Weymouth Street- Unit B-1 100 Pound Road Rockland, MA 02370 Cumberland, RI 02864 Phone (781) 871-6040 • Fax (781) 871-7982 Phone (401) 658-2990 • Fax (401) 658-2977 i [BRIGGSI Briggs Engineering & Testing A Division of PKAssociates,Inc. E t: She le Wood Products - H annis no. M-6754 Date: 8/1 8/00 Sieve Analysis 100 2200 #50 #8 #4 3/4" 377 .. _ _ ..:..i: _ :::::......::::: ::�::::i:: �:i:: ::::j:::::i:: ..j ; 0 .............. I.aw.. ...i.. .. ....t....j...}..3.q.l.a............ •t •• .....j.. •.7......w.w.=. r .... 4 a I...l..j.y.(. .............1....... ....j....l:..}..y.q.j. q.. ...1.....1... ..p..j,.�..j.l............. .. " 3.. s.. ::::-::..y.. ::i::'::i::. ..q y...a..j..a.j. 80 .. ... ..3.. ..i.....i... ...... i.....3...F..a.L.j. .. - -- ... - --- ....... .5....:...L..L .. ........ ... ..j.. --- - - ..........j.... .j...j..j.j.4 p...........j..... •.5....j...t..j..}.j.j.......... .j.....1... ..........:...:...5..:..j. _ .. ... .. 70 q....;.. .. ..q.. ...1.....1... ..p..j.t..j.j..... .. ..j.......p....F...j...l..j.y.gv.............1....... ....j....i...y..y.q.j.j.......... ...y.....j...q..a.p.j. " .. ... ..........a.. ......1.. .q.a.a. ....y.....y...a..j..a•1. �1 ......... .. _ _ _ ........ ... - ............- ..7... - - ........ .. ..3...L..L.».7. 0 :: ,..;.�.1.�.. :.:.. :....:...:... . . .............j.......q....q...l...l..l.l.pq............. ......l...y..l.a.j.r............a. .....1... ..r..t.�..l.l............. ...... „ 1....... .. j....l...y..l..}.l.j............ ..p..a.q.j. i.......•....F...i...l..l.I.y F.............7....... ....L...y...l..{.a. :. a ..1....1.. ..p..y.a.l.l.• :�.. ..........................1j..................................._q....q-........ij.........ji.....•j1...�j3...t_-�F..-ppF.................................................1.j1.................................... ............... «.l...........1l.j..........y:j........l.j.....q:.....'...t1... .Y�.................................. ...._:�.... .....:1..........11.... .. ..•..»-5-....ga•....�a.•...1.il•...I:ll•..•.. ............. ...... ....... ... .. 50 ................ ......... .. :.i.{........................1...i.- ........ ............-.. p :1.....:... ............. ........... 7....... F :. . . IL ........ 1 .. ........... ......... ... .. 1..................-�aaY_L-:a...........:!_5aii•....... .........030 ........ ... .. j ' ............. q....4...1...1..1 ...................... » .............1....... ......... .. ...... 1.......» . ... L ...... ...:...:..: .» ........20 .......... .......... ................1....... w ........ ..... .- ........ ........ S ; 10 ... ....- �_wa;aaYL- . .......: jt1ji...... .- .............1.......p....q...l...r..l.y.ap.......... p............q.. ...1.....1... ..q.q.«.1.1............. ....... .............1....... 1....... ........1...>..{..y.l. q.. .1..... .. 1.....1...q..S..r.j. " a....a...j...l..l /•ba........ ..j....... ....l....1...y..y..}.j.l.............q.. ::.j.....j... ::aa.}:4.j: ......... ......... .. ... i::......... ....1....l...o-..l..a.i. .... ...........a..j..a.l. ........................ _ SILT FINE MEDIUM CRS FINE COARSE 0.010 0.100 1.000 10.000 100.000 Sieve Size (mm) BR_ IGGS Briggs Engineering & Testing A Division of PKAssociates.Inc. (-Proiect: Shepley Wood Products - Hyannis Sam le no. M-6754 Date: 8/18/00 Proctor 132 131 Max. Dry Density 3I 1111 101 131.7 pcf 130I T Optimum Moisture 129 7.0 % Over Size 12s Correction 23% 127 3 4 j 6 7 S 9 10 11 Moisture % IBRIGGSI Briggs Engineering & Testing tiA DrvrsIoN OF PK AssocmTEs. (.vc. Shepley Wood Products - Hyannis Briggs # Tested: 8-18-00 1. Sample No. Description _ Source M-6755 Gravelly Sand On- Site 2. Sieve Analysis {ASTM C 136, and ASTM C 117} Sample B Sieve Size Results Specs. Standard Alternative {% Passing by Wt.} 150 mm 6" 100 75 mm 3" 100 63 mm 2-1/2" 100 50 mm 2" 100 37.5 mm 1-1/2 96 25.0 mm 1" 93 19.0 mm 3/4" 86 12.5 mnr 1/2" 82 9.5 mm 3/8" 79 4.75 mm #4 73 2.36 mm #8 70 1.18mm #16 6) 600 um #30 41 300 um #50 17 150 um #100 5 75 tim #200 2.0 3. Specifications were not provided for this sample analysis. 4. Proctor Density {four point procedure-ASTM D 1557 Method C, and ASTM D 47181 Results Maximum Dry Unit Weight (pcf) 125.5 Optimum Moisture Content (%) 9.0 Oversize Correction (°1c) 14 100 Weymouth Street - Unit B-1 100 Pound Road Rockland, MA 02370 Cumberland, RI 02864 Phone (781) 871-6040 • Fax (781) 871-7982 Phone (401) 658-2990 • Fax (401) 658-2977 M rB—RIGGSI Briggs Engineering & Testing A Division of PK Associates,Inc. Pro'ect: ShelDley Wood Products - Hyannis Sample no. M-6755 Date:8/18/00 Sieve Analysis 100 2200 #50 #8 #4 3/4'1 311 0 ..........:.... ...•f...j...;..j.j.t.p ..........j.... ..t.. '•,•7• --- .j............. - .. ..n.. .......... .. .. .w. .:..:.:.«.. ...:.. :....�... .� ......�... ..:..�.:. .. ..,.......¢....¢..............ab............. .. .. ..;..I..�..j.j.;... .......y.. ...j.....i... «..j.�..j.,............. ...j.....t...«..;..«.j. .. ... ...... .i... ..i.....i...S..' ...i. .j.. .j...;..j.j.pw............j..... S t so 70 ,...,..1 ,..... 5....j...j..j.j.j.;......... :.:... ... ....... ..w.....j.. ....... .. ..4....5.. ......•/•45.. ....... .............:.......5. ...... ... ..... ........ ... .... •S•h.,.l............. ..../.....{...4..f..4.(. __ ... _ .i.....:... _....... ....... ...i. ;.. ... --- ., 50 ... ... f.t.4S..................... I..j.S <•••::::::::..5.. 1... ..a.¢.a.i.,............. .• ...�...p..I..p.(. ...... .. -•1• .1.....f... ..S.S.4.1.1............. ../.....1...4..2.•4.1. C .. __ ........ ... ........ _ ............. .t. 'n ...........j.... ........ ... ..t....j.. _ ................. ..q....y...j...j..j.j.pp............j..... ..::« ..j.....:... ............. .�. 40 .. .': ..... .. ....p...,.. .j.q.j.j.............w.. w.w.w. .. ......j...p..=..p.,. .v ........I........1....5...1...1..,.1.46.............1....... ....<....1.- i.. .........;... ..4.¢.p..j.,............. ...j.....,...p..(..¢.,..............I.............5...4..1.•1.{.SS.............i....... '•{•S•1•f.............5.. ...1.....,... .S.S.4.,.1............. •• F1� .......: ....f....l .1..{.S.1.f........... " ... ...:...:..:.:.�5.............:. ..5.. ..a.4.1. _ ...... - ..1.....1... ..S.S.4.1.1............. ..... 30 " - - _ ....... ......... ,...,..,.,.p�... ........... .... ...I...j..j.:f.,.(.............' -•• ..... .. ..:::j.....j...w..i-4.1. ....,.......p....p..............pp............,....... ... ................................. ........ .............. ...5....4...,...1..1.1.¢•............:1....... :: : ::y:y:4:j:1::........::: .....,.....,...p..i..a.i. 20 ::::::::: :: ::: I....I...s..y. .1. :::::::: ,.. .1. ........ ...........,...p.... .. ....................._....w...:.. .. ...._.._..:.-.�..............._.. -- .........;.......�.................,.. — .. _ ......................�.........;...,..j.j.pp.............' ...j.....j... :..�.:..::j............. .. ....j. _ 10 ,.......p....p..............q..............1... .. ....`:::.,...,..,.f.,.(.............y.. ...,.....,... r.f.;.j.j............. .. ' ' .....................¢....¢...,...,..,.,.pq....... .... .... ,...1..1.¢.,.1..............1.. ...,.....,... ..p.¢.q.,.,............. .. ...1 1 p..j..p.j. .• :....... ....s...i...:..: ... ...... ....(....,...1..,.¢.,.(..............s.. ...,..... ............. .... .,. ......... .. _ ... _ ........ _ ::3:..4..i..4.1. 0 _ _ ... _ ......:: _ --- :::::::. :: - .. .. ............._.._..... _ SILT FINE MEDIUM q S FINE COARSE 0.010 0.100 1.000 10.000 100.000 Sieve Size (mm) .�. = JBRIGGSI Briggs Engineering & Testing NZ&F A Division of PK Associates, Inc. rProiect: Shepley Wood Products - Hyannis ",'-sample no. M-6755 Date: 8/18/00 Proctor 126 111IF HIM 111IF HIM 1'5111111 Max. Dry Density 3 1,� 125.5 pcf If IX Optimum 1 Moisture fill 9.0 % 1„ Over Size I fill I [fill 1,1 Correction 1 4% I,u 3 6 7 S 9 10 11 12 13 14 Moisture % [BRIGGSI Briggs Engineering & Testing tiA Drvrsiov of PK Assoa-%TEs. Inc. Shepley Wood Products - Hyannis Briggs # Tested: 8-18-00 1. Sample No. Description _ Source M-6756 Gravelly Sand On- Site 2. Sieve Analysis {ASTM C 136, and ASTM C 117} Sample C Sieve Size Results Specs. Standard Alternative f 17c Passing by Wt.} 150 mm 6" 100 75 mm 3" 100 63 mm 2-1/2" 100 50 mm 2" 100 37.5 mm 1-1/2 84 25.0 mm 1" 74 19.0 mm 3/4" 67 12.5 mm, 1/2" 63 9.5 mm 3/8" 61 4.75 mm #4 57 2.36 mm #8 55 1.18 mm #16 49 600 um #30 38 300 um #30 19 150 um #100 7 75 um #200 3.2 3. Specifications were not provided for this sample analysis. 4. Proctor Density {four point procedure-ASTM D 1557 Method C, and ASTM D 47181 Results Maximum Dry Unit Weight (pcf) 137.8 Optimum Moisture Content (%) 6.4 Oversize Correction (oIo) 33 100 Weymouth Street- Unit B-1 100 Pound Road Rockland, MA 02370 Cumberland, RI 02864 Phone (781) 871-6040• Fax (781) 871-7982 Phone (401) 658-2990 • Fax (401) 658-2977 BRIGGS Briggs Engineering & Testing NQ—:V A Division of PKAssociates,Inc. rPr iect: Shepley Wood Products -Hyannis Sample no. M-6756 Date: 8/18/00 Sieve Analysis 100 #200 #50 #8 #4 3/4" 3" ......... .. _ ..i.. - ........ . ... ........ ..i.. ........ ...p.....i...< 1. 9 _ -- :::::::: ::: - ... . ........ . =__ ::::::::: .. - 0 __. ,..,. :.:. .. :.. .. .... ...:........ I...... '.. .. .. ...:.....:... ..:....;.................. ......... .:;.. .............I.......q....q...(...1..;.).;..'f.............;....... ....(....j...;..;..?.I.l•............y.. ...1.....)... ..w.q.p.).1............. .......)..... ..q..(..;.:;. .•.............1.......4....4...1...1..1.1.40.............1....... (....1...).. ......... .. ....... .i.... I.q.l.(..:........•>.. ..(.....1... ..q..S.b.).1............. ....).... .q..l..q.l. ......... .. ..i.. ........ ... .i...i.. ........ ..i.....i... ..3.. ..L.L.1• 80. .......... ..._ _ __ ........ ... ........ ........ -.i. ........ ... :... .;.. ..;...w..:..:..;. .i.(.«�.. ....i.. .. ....... ................... .. .. ..,.....�..........:..... .. ...... .. ....:.......:.:.:..:.:............. 70 .....................w....q...j...1..).;.;}.............j....... ....j....j...;..;.q.;.;.............y.. ...1.....1... ..;.;.;.j.j............. j.....j...;..;.p.l. ~ .............1.......4....4...1...1..1./.44.............1....... ....(....).../..)..}.(.(............. ......... .. a.. ..1....1.. ..4.q.4.1.1. ........ ../....3...4..i..4.t. �� ......... .. _ _ __ ........ ... - - .:.... ....i.....i...L..4.L.1• i - - __ ........ ... _ ........ _ .. .. - - 60 :. - -- ::::::::. ::: - :::::::: -_- .. _ - 3 .... .. .. ...... .. ............_.... ..._.. .._.. .......... :... ..�....:...:...:..:.:.«;.. :....:..:..:.;.:.�.. ... ;.... ...;.. .;.;. `r .............t.......q....p...1...)..1.).pq.............)....... ....(....)...1..)..r.t.CJ.. ..1.........:.i...... .. ....i.......l......1)..4-Lw.................. ..4Iii 1(................... . ..1....1..� ..q.q.;............................. ................... ... 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J 4.L ..1...4.1..4.. 7-1—VI: ......... ... ........ ....... .. •.• 1 C ......... .. _ _ __........................... ........ ... ........ _ ......... .. .3 0 «. ........_..._.. .._.. ._4... .............).......«....«...i...)..1.).««.............)....... .... ...)...r..).«.t.(.............y.. ...1......... ..«.q.«.).1............. .......).....)...«..(..«.(. .............1.......4....0 f.../..1................./....... ... ....I......I.q.l.<............. .............1.......4....4...1...1..1 ).' >.. ...1.....1... ..q.0.(.•)•1............. ............... .... .. .r•.............1....... .1....1...1... .. ......... .. _ __ ........ )S 1 4•..........3.. .1.. .1.. ..-.L.L.3.1...:......... .4../.....3...4..l..L.1. 20 ......... .. _ _ __ ........ - ___ ........ _ ..........j.... - - ........ _ _ _ -_- ......... .. - - ..?•••1• ........ ..;..j.j.;.n . . .. ..'.. .. .. ....•. .. ..:... .. .. .. .. .: :.....:... .. �.....�... ..L...i. 10 .........d....O...::::::/ ............ .. (......... .. )..•).•).•l•1•I.............q.. ...1.....)... ..q..Y.4.).1... .../.....I...p..(..4.1. .............I.......0....d...1...)...1.1.44.......... .......... ......)...>..1.4.1•!............q.. ..(....1.. ..q..y.q.).1.. ../....1...4..l.•4.1• :........ :: - - - ... :::::::: ..i.. :::::::: :: ..3.. ,..i. SILT I FINE MEDIUM CRS FINE ODARSE - 0.010 0.100 1.000 10.000 100.000 Sieve Size (mm) t BRIGGS Briggs Engineering &Testing ��. A Division of PK Associates,Inc. Proi eect: Shepley Wood Products - Hyannis Sam le no. M-6756 Date: 8/18 000 Proctor 138 137 Max. Dry Density 136 1 1 1 1 1 1 1 fill I137.8 pcf 135 Optimum lilt 134 Moisture If Ili [ III fill 133 6.4 ®/o It lilt If Ili ] Over Size 132' Correction 131 33% 111111 lilt 130---- "-U+ R 3 4 5 6 7 8 9 10 11 Moisture % NOTE: Sample tested contains material which does exceed the maximum limit of 30% for stone correction. _d&& IBRIGGSI Briggs Engineering & Testing A DPo7510N OF PK AssociArEs, Lvc. Shepley Wood Products - Hyannis Briggs # Tested: 8-18-00 1. Sample No. Description Source M-6762 Gravelly Sand Victora Pit 2. Sieve Analysis {ASTM C 136, and ASTM C 1171 Sandwich Sieve Size Results Specs. Standard Alternative 10Io Passing by Wt.} 150 mm 6" 100 75 mm 3" 100 63 mm 2-1/2" 100 50 mm 2" 100 37.5 mm 1-1/2 100 25.0 mm 1" 100 19.0 mm 3/4" 99 12.5 mm 1/2" 98 9.5 mm 3/8" 97 4.75 mm #4 92 2.36 mm #8 88 L 18 mm #16 80 600 um #30 62 300 Aim #50 39 150 Aim #100 21 75 um #200 110 3. Specifications were not provided for this sample analysis. 4. Proctor Density {four point procedure-ASTM D 1557 Method C, and ASTM D 47181 Results Maximum Dry Unit Weight (pcf) 128.3 Optimum Moisture Content (%) 8.5 Oversize Correction (%) N/A 100 Weymouth Street- Unit B-1 100 Pound Road Rockland, MA 02370 Cumberland, RI 02864 Phone (781) 871-6040 • Fax (781) 871-7982 Phone (401) 658-2990 • Fax (401) 658-2977 { At BRIGGS Briggs Engineering & Testing A Division of PK Associates,Inc. rro'ect: Shepley Wood Products - Hyannis Sample no. M-6762 Date: 8/18/00 Sieve Analysis 100 #200 #50 #8 #4 3/411 311 ...........i..:: - .3..• .................... ....... ... ........ ..i....j.. ....i...... ..L.L.. 9 :: _ _ __ :::::::: ::: _ _ :::::::: --_ ........ .. _ _- _ 0 .. .. ...... .. . . . . .. . . . . .. ....«...;......j..j.j.j... ..;.: ... :...:.:..j:j............. .... :w:j. .............1.......«....«...j...j..j.j.«q.............i....... ...p...1..y..1.:3.;.p............y. •:t.....j... ::p..j.«.3.;............. ...../.....i...p..«.«.3. .• .............:.......b....b...l...;..1•1•pb.............i....... •p...;..q.. .. 1•q.;.<....... ..3....1.. ..q.q.b.l.l............. ....3.....3...q..p.q.t. :......:: .: .:j: ....:.::..j.:::: '..J..3. .L... •. ..7.....7... _.i.:............. ....i...:.3...L..L.L.1. 80 ......... .. - _- ........ ... ..3..J..3.J.S.L .... ..i.....i... _ .i............. ....5.....i...L..•.L.7. ......... .. - - _- ..........j.... _ ..j....j... ..j.....j... . -- .. ..j...«..«.:..'. .. .... ..j........�....�....j...j..j.j.«.�...... ...... :••.: �.�... .. .... .. ..;... ..y....y...:...:..:.:.p y.............1....... ....«...I...t..7..'•... ..............:.. ...;.....;... ..�.......7.;............. .....j.....l...p..p.«.f. r 70 ;.......p....y...;...1..;.i.pp.............:....... ....p...3...1..i.y .p............q.. ...;.....1... .....p.y3.«.3.1............. ..... .....I...../...p..p.p.l. .............i.......y....y...;...l..i.i.Pq.............1....... ....P..y...i..i. .I.I.............y.. ...1.....1... ..J. .Pq.l ...3 ..........i.... _ ..i..i _ ........ .. ..3. .i._ ........ .i.. .i............. ....q...b..L.P.;. 60 _ =: ......::......: - _ :::::::: ___ ::::::: - - - ::_: .. ::r:: ;... .. ....«..........j «:.. :. �.. :.. ............. .i.pq.............i....... ....p... .y..j.:/.i.;..............j.. :..1.....;... ::«..j.«.1.;...........:: ::..:..i.....i...p..p.p.;. i `/ .............i.......q....q...l...l..;.i.p p.............1....... ....1... ...I..i.q.i.p............y.. ...3.....;... ..p.q.p.i.l............. .......3.....3...¢..p.p.l. .; .�..........a.....•J...•J..•P.•1.•t.I.PJ.............i....... ....<.. 3..J.•/•J•i•a............J.. ...1.....1... L.J.L.1.1............. +0 ......... .. .3._ ..........3..... .i. .I.:......... ..7..... ...J.....I...b..a.L.l. •Vl ......... .. - _ ..................... _ ........ - -- ....... .. _ V1 ..........j.... ..j.. ........ ..j. .j. ........ ..j.....:... ...j.j............. ....j.....j...«..«.«.j. .. ..w....-...1. ;.7...w.. .. .:.. ..:..:..: :... ...:.. :...:.' .. ..p....q...;...i..l.i.py.. ...1... .. ...j....;...�..j.p.;.«............:3.. ...i.....j... ..p.p.j.y.l............. ...............p..p.p.3. .;�0 .............I.......J....J...3...1..1.3.a J.............1...... ....<....i...i..l.y.t.a...........•J.. ........ ............ //�� .............I.......5....J...1...1..1./.LS.............1......' ..1 7 ..q J a 1 1 ... .....`.....`...LL L 1 ~ 3� ...................... ........ ..7...•{..J.•1•J•1•t............J.. ..7.. .1.. ..J.J.L.1.1......... .. 0 .. - -- ........ _ ........ - ___ ........ .. _ _- s 30 ..... . .. ::::::: ::r ....... ::. :::.:::;::::........ ......... ..._ . . . . . .. .... .. ... .. .. .. ..y.. ...;.....1... ..p.y.«.1.1.. ....... .............�.::S.:S..l. .............1.......q....q...l...l..l.i.a0.......... .1... p...i..•>.. .: .... ... i.y.i./.............q.. ...t.....t... .. .............7.......J....J...a..l..l.3.LJ......... ..I....... ... .............J.. ...i.....1... ..S:J:L ::::::::::: :::::1:::::1:::4 20 :.......: .. - - __ ::: ::::.... :..::::: :: L ......................_....-............. ,............:....... ....i...;..y..j «....:.......�.. ...:..... . .................... .;. ...........:.......q....q...;...i.. py.............i....... ...i....i...r..i.y.i.;..............7.. ...j.....j... ..y.y.p.l.�............. .....j.....1...«..p.p.;. 10 I.......0....q...t...i.. 1•PP............q....... ....p...1...1..i.q•1•p............q.. ...3.....1... ..q.q.p.3.1............. .......3.....1...p..p.p.;. .............I.......q....q...l...i....i.pq.............i....... ....i...q...i../.q.;./......4......q.. ...3.....1... .. ......... .. ..i...3.. ..........3..... ..3.. ........ 4..}.p.i.;......... ....i....i...p..p.p.l. ....................._ _ __ ........ ... ........ «.3.7•......... ....3.....i...L..L.L.t. SILT FINE MEDIUM CRS FINE I COARSE 0.010 0.100 1.000 10.000 100.000 Sieve Size (mm) BRIG Briggs Engineering & Testing A Division of PKAssociates,Inc. (OP r o I'ec t: Shepley Woods Products - Hyannis Sam �en�o��M 6762���Dte: 8/18/00 Proctor 129 123 Max. Dry Density 3 127Ilill IIIIIIIII128.3 pct 126 Optimum Moisture 12' 8.5 % 124 Over Size I fill Ill , Correction I [Ill fill 123 iV/A 122 3 4 5 6 7 S 9 10 11 12 13 Moisture % � r AdaLN. BRIGGS ,Briggs Engineering & Testing A DIVISION OF PK ASSOCIATES, INC. Shepley Wood Products - Hyannis Briggs # Tested: 8-18-00 1. Sample No. Description Source M-6763 Gravelly Sand Yarmouth Pit I. Sieve Analysis {ASTM C 136, and ASTM C 117} Sieve Size Results Specs. Standard Alternative f% Passing by Wt.} 150 mm 6" 100 75 mm 3" 100 63 mm 2-1/2" 100 50 mm 2" 100 37.5 mm 1-1/2" 100 25.0 mm 1" 98 19.0 mm 3/4" 93 12.5 mra 1/2" 92 9.5 mm 3/8" 91 4.75 mm #4 88 2.36 mm #8 84 1.18 mm #16 76 600 um #30 51 300 tcm #50 23 150 um #100 6 75 urn #200 3.2 3. Specifications were not provided for this sample analysis. 4. Proctor Density {four point procedure-ASTM D 1557 Method C, and ASTM D 47181 Results Maximum Dry Unit Weight (pcf) 116.8 Optimum Moisture Content (%) 12.3 Oversize Correction (%) 7 100 Weymouth Street - Unit B-1 100 Pound Road Rockland, MA 02370 Cumberland, RI 02864 Phone (781) 871-6040 • Fax (781) 871-7982 Phone (401) 658-2990• Fax (401)658-2977 BRIG Briggs Engineering & Testing A Division of PK Associates,Inc. rP r7i e q t: Shepley Wood Products - Hyannis Sample no. M-6763 Date- 8/18/00 Sieve Analysis 100 #200 #50 #S #4 3/4" 3" :........ :: ::;:: :::::::::::: ........ go .............. _ -_........................ - _ __= .. .. . .. .............I.......p....q...l...)••1•1•pq.............;....... ....;....;..y..).q.l.;.............q.. ...j..... .q.p.j.j............. .....j.....}...p..p.�..j. .............p......p....a...p..J..l.).¢¢.............1....... ....p...)...)..).¢.1.p............q.. ... ... ..a..}.p.J.)............. ......./....q...¢..p.p.l. .; ......... ... .. ..............i..... ..i.. ..... ..i... ..i.....i...Y..Y.Y.i. 80 _ _ __ ........ i... ....i....•S...Y..Y•Y•i. ......... .. - - _- ... ..;....;... .. ..;.....;... --- ....... ....;..........�...;..�..;. .............;............«...:......:.:.««... .. ........;...; ... :...:.«:.:... ..; ; ; .. .....}.....}...w..«.«.;. r 70 ......... .. ..........i..... ..3. }..).p.l• ..........¢.. ..)....).. ..¢.y.p.J.;......... ..).....)...¢......p.l. i� ...... .. ..................... ..5.. ..i.....:... ........ .............Y..i..Y.i. .. _ -- ........ ... _ ........ --- .. _.. ..:... ..�....'...:...:..:.:.:.�.. ..... .. ..;..j. ..........j..... _ - - ....... - - 60 ::: :::::::::: .... _:: :: ::::::::::s:: : :... ..,....;...;. .. ....�. ... ....: ..:. .. ......,.. . .. ...:..I......q....q...;...J..;.).pw.............J....... ........)...}.. q.l..............q.. ...1.....)... ..q.i}.�..J.;............. ::..:..}.....)...p..p.p.j: `� .............p......p....p...¢..)..;.).p0.............J....... ....p...)...}. .p.l.p............q.. ...).....;... ..p.p.p.l.;............. ......q....p...p..l..p.l. .y.........I.......J....p........... .......1 4.- ....................... ....i....l...i 1.3.1./............•v.. ...1.....1... ..S.S.4.1.1............. .....).....1...Y..<..Y.1. �_ 50 ......... ........ - _- ........ ... _ _ ........ _ ..J.....i... -_ ......... ....5.....3...- .. ...................... ............. .. ....«.... 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('Proiect: Shepley Wood Products - Hyannis Sam le no. M-6763 Date: 8/18/00 Proctor 117 116 Max. Dry Density 3 11s 116.8 pct 114 Optimum Moisture 113 12.3 % 111111 Jill 11 Over Size fill Correction Ll 1ltJill 7% 110 7 s 9 10 11 12 13 14 15 Moisture % r� M LEIR-IGGSIBriggs Engineering & Testing tiA Dt ism of PK Assoctares. Lvc. vim+ October 17, 2000 Project No. 20696 Shepley Wood Products, Inc c/o Mike Cipro 216 Thornton Drive f-k-annis, MA 02601-S103 RE: Geotechnical Site Visit 8/21/00 for Proposed Warehouse. The undersigned geotechnical engineer visited the subject site to attend a' field meeting. The reason for the meeting is that loamy sand fill has been encountered in recently excavated test pits in the east and southeast portions of the proposed warehouse building area. The test pit locations are dep* ted on the field sketch Provided with our report dated S/17/00 which is attached herein. ;%Ieetin.7 members included the contractor, Structural Engineer, owners representatives and the undersigned geotechnical engineer from Briggs. The Structural Engineer and Brigs recommended complete removal of the loamy sand fill from beneath the proposed footing locations. After a long discussion between all parties it was decided to leave the existing fill in place within the proposed slab areas and to remove it from footing areas. The fill under future slabs would require compaction placement of at least two feet of Structural Fill to the underside of slab. Very truly yours, Briggs Engineering & sting David Geisser Project Engineer DWG:dg ,attachments 100 Weymouth Street - Unit B-1 100 Pound Road Rockland, NIA 02370 Cumberland, RI 02864 Phone (781) 871-6040• Fax (781) 871-7982 Phone (401) 658-2990 • Fax (401) 658-2977 LI Briggs Engineering & Testing 'n `�-- 4S A D*bion of Plc Anootttes ho. !o t• pecUr: EMP.�: REPORT': CODE: LABS: ARR, Tom.- JOB HOURS: T.T.: MILEAM: TEMP.: M L YHHID: H L HUMID: H L Sumv CLOUDY �Cs v Las�u �p Z o �SRN�3.s T3.5' zo V1,26iN t i ssMtt�r• t#�: A'Prwed: ` BRIG GS Briggs Engineering & Testing A Divisnv of PK AssocmTEs, /,vc. October 17, 2000 Project No. 20696 Shepley Wood Products, Inc c/o \like Cipro 216 Thornton Drive Hyannis, MA 02601-810 RE: Geotechnical Site Visit 8/17/00 for Proposed Warehouse. The undersigned geotechnical engineer visited the subject site to observe earthwork. At the time of arrival, a few feet of fill had been placed along the side of an existing steep slope near the southeast and east portions of the proposed building. Old fill�-vith some organic matter evident was observed along the existing slope. Briggs recommended the excavation of test pits along the east side of the proposed building footprint to determine if organic or otherwise objectionable soils existed in these Ihca dons. Fire test pits were excavated. Each encountered recent gravelly sand fill at the surface. The fill extends 1.5 to 4 feet deep. Loamy sand was encountered in TP-1, T1'-2 and TP-4 directly beneath the fill. The deposit is 0.5 to 4.5 feet thick and is thickest near the southeast corner of the proposed warehouse building. Undisturbed sand was encountered directly below the loamy sand. Refer to the attached sketch for test pit locations and depths of these various soil strata. Brigs recommended removal of the loamy sand. A meeting was scheduled to further discuss the loamy sand and recommendations regarding its removal. truly yours, �� n nedri g Testing , I � I avid Geiss / Project Engineer MYG:dg Attachments 100 Weymouth Street- Unit B-1 100 Pound Road Rockland, MA 02370 Cumberland, RI 02864 Phone (781) 871-6040 • Fax (781) 871-7982 Phone (401) 658-2990 • Fax (401) 658-2977 B Phil ` N I�' l.F,`�— Briggs Eaginee ring & Testing Prelect4w: 1Df0 A Wbion of PK Assooiattis, kv. Date: . ►— ^' ZOO O i mpecter: EMP.s: Ts: CODE: LABA�JS: . TME: JOB HOURS: ' T.T.: MILEAGETIEAP : .: H L Y QID: H L HtAM tD: H L Slmy CLOUDY U >`aqr �., J,41 7 k'6Iti 7.S e I as poets r Date: Approved: i� Daily Report Briggs Engineering &Testing PROJECT: 1414313� g SHEPLEY WOOD PRODUCTS/HYANNIS A Division of PK Associates, Inc. PROJECT#: �Q l9 INSPECTOR: Dave Frenchko EMP.#: REPORT#: DATE: 8/16/00 CODE: S26 ARR. TIME: 7:00 am JOB HRS.: 4 T.T.: MILEAGE: TEMP.: H 80F L 70F WIND: H L L X HUMID.: H X SUNNY NO. OF PAGES TO THIS REPORT: 2 NO. OF BACKUP PAGES TO THIS REPORT: 1 I reported to the above mentioned project site to perform the scheduled soil compaction inspection. VISUAL SOILS, MASONRY, BITUMINOUS, REINFORCING STEEL OR OTHER INSPECTIONS/OBSERVATIONS: 1. Four compaction tests were performed today. Please see the attached report for detailed locations. All tests met the minimum requirements. 2. The superintendent was informed of all results and findings. *Please see the attached reports for results and further details. Technician: Dave Frenchko Approved I Soils Compaction Report BR��iDS Briggs Engineering & Testing PROJECT: NZOW A Division of PK Associates, Inc. PROJECT#: INSPECTOR: EMP.#: REPORT#: DATE; CODE: PAGE OF TEMP.:FOH L? O WIND: H �HUMID�.: (C� :�) L CLOUDY Maximum Dry Densi : 1/7. q O timum Moisture Content: L Method of Testing ( Check One) : Sand Cone Nuclear Densometer .� Test Location Estimated Elevation Test Results Req. Min. Moisture Optimum No. Area Tested % COME). % Comp. Content % Moisture % Ct 9 L a Tests not meeting requirements: Who notified: Recommendations: it , t I „ Remarks: i ;) d i 41 i l Technician: A2 I Approved: s.c.r.rev1,00 r A`fiLaN [@RIGGS1 Briggs Engineering & Testing tiA Divisiow of PK Assocw Es. Lvc. August 12, 2000 Briggs# Shepley Wood Products, Inc. 216 Thornton Drive - Hyannis, MA 02601-8103 Attn: Mr. Mike Cipro RE: Analysis of Soil Sample used at Shepley Wood Products in Hyannis. SAMPLE#: M-6754, M-6755, M-6756, M-6762, & M-6763. Mr. Cipro: Laboratory analysis of your sample has been conducted, please see the enclosed results. If you have any questions, please feel free to contact me at your convenience. Very truly yours, BRIGGS ENGINEERING & TESTING A Division of PKAssociates, Inc.. W10k rr►c Mark Liebert Materials Laboratory Supervisor Construction TechnoloQv Division Enclosures: 100 Weymouth Street- Unit B-1 100 Pound Road Rockland, MA 02370 Cumberland, RI 02864 Phone (781) 871-6040 • Fax (781) 871-7982 Phone (401)658-2990• Fax(401)658-2977 STA TE ROUTE" 6 L=1 1 4.80' = L=787.88' ;:EXISTING R=81 25.OUJ4i BU1L01NG 'r,'• � _ ' CO r / 2 LOT 11 r PLAN BOOK 419 PAGE 3 I LOT 21 I I LOT 20 I LOT 19A , PL BK. 242, PG. 55 . PL BK. 416, PG. 79 PL BK. 416, PG. 79 PL BK. 536, PG. 7 ASSESOR'S MAP 297 ASSESOR'S MAP 296 I ASSESOR'S MAP 296 I ASSESOR'S MAP 314 ASSESOR'S MAP 314 PCL 27 PCL 26 PCL 27 PCL 40 PCL 40 .3 ASSESOR'S MAP 297 PCL 86 N ,a I oo .� / COMMONWEALTH ELECTRIC UTILITY EASEMENT EXlS11NG,,;'� 191.7 ASSESOR'S MAP 314 OFFICE w w PCL 38 N88'7 906'W � - I %:;fl''ij>`i'%':f/'/.%%%1 • n ` / EXISTING WAREHOUSE J/%J�%l%��; '' f '/' f . I =•EXISTING FOUNDATION: `� �.y F TOP OF FOUNNDA TION,: I .p\� 2y _ _ r �. .,, l ;ELEV., iI SOWS MAP 296 o EXISTING ASSESOR'S MAP 296 PCL 24 BUILDING /f PCL 23 oG�I. :%%if '.'•r`f / Q ASSESOR'S MAP 296 PCL 28 �90 '>>• I P 20 �� pp ?O' 0 00 � I 1,9j7 1, ' I R,490 00 N812120'W S812120`E 1' (so'lypE i4 48 5812120' 26.66' PLAN 208.6X I_42y o0 SCALE: 1"= 100' R-3o. I HEREBY CERTIFY THAT THE NEW °EXISTI N SHOWN ASS\a Plot Plan of Land HEREON Is LocaT>=D As IT Exrsrs ON COASTAL ENGINEERING DONALD� in Hyannis, Massachusetts - COMPANY, G T. �`,1 a , NQ prepare for {Shepley Wood�Products;--Inc ,o No. � � 260 CRANBERRY HIGHWAY -p , ' ORLEANS, MASS. 02653 DATE. P.L.S. 02 NOVEMBER, 2000....sco%: 1 =100 (508) 255-6511 9w�'sulzv �® C14830.00 C14830.DW6