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HomeMy WebLinkAboutBLD10-186 BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD10-186 Permit Type | Commercial Tenant Improvement Project Name — New Doorway Site Address 2322 WASHINGTON ST Parcel # 957607104 Project Description Addition of 3068 doorway on north side of building Names Associated with this Project License Type Name Contact Phone # Type License # Exp Date Applicant Rudolph Shirley V Owner Rudolph Shirley V Representative Little Gage (360) 385-5606 Contractor Little And Little (360) 385-5606 CITY 480 12/31/2010 Contractor Little And Little (360) 385-5606 STATE LITTLLC157C: 03/06/2011 Fee Information Project Details Project Valuation $5,000.00 Entered Bid Valuation 5,000 DOLL PLAN REVIEW REFUND 50 -50.00 ines Heat Type: PLAN REVIEW DEPOSIT 50 50.00 Bedrooms: Construction Type: V -B Building Permit Fee 111.25 Bathrooms: Occupancy Type: Plan Review Fee 72.31 Technology Fee for Building Permit 5.00 State Building Code Council Fee 4.50 Record Retention Fee for Building 5.75 Permit Total Fees $ 198.81 Call 385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify that I am the owner of the pen or authorized agent of the owner. Print Name 4 — | “A rs Date Issued: 10/20/2010 Issued By: MWAY Signature AD Cu i\\— Date Lo to ID Date Expires: 04/18/2011 CONSTRUCTION PROGRESS RECORD CITY OF PORT TOWNSEND Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 POST THIS CARD IN A SAFE, CONSPICUOUS LOCATION. PLEASE DO NOT REMOVE THIS NOTICE UNTIL ALL REQUIRED INSPECTIONS ARE MADE AND SIGNED OFF BY THE APPROPRIATE AUTHORITY AND THE BUILDING IS APPROVED FOR OCCUPANCY. STAMPED APPROVED PLANS MUST BE AVAILABLE ON THE JOBSITE. PARCEL NO. 957607104 PERMIT NO. BLD10-186 ISSUED DATE 10/20/2010 EXPIRATION DATE 04/18/2011 ADDRESS 2322 WASHINGTON ST CONSTRUCTION TYPE V-B OCCUPANT LOAD OWNER RUDOLPH SHIRLEY V PROJECT DESCRIPTION Addition of 3068 doorway on north side of building _ CONTRACTOR LITTLE AND LITTLE LENDER INSPECTION INSP JATE COMMENT INSPECTION INSP JATE COMMENT FRAMING MISCELLANEOUS FINAL PUBLIC WORKS FINAL BLDG./C OF O TO REQUEST AN INSPECTION CALL (360) 385-2294. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 3:00 PM FOR NEXT DAY INSPECTION. CITY OF PORT TOWNSEND BLDG PERMIT ACTIVITY LOG PERMIT # BUS \O- \SW DATE RECEIVED GO) 22-6 SCOPE OF WORK: New Powway| DATE ACTION INITIALS ENTERED INTO CHET CHECKED FOR COMPLETENESS Plan Review # Bedroom(s) = # Bath(s) = Heat Type: SEPTIC? No Zoning: Gai Setbacks OK? Me ch anpe = a oA NotAside No dean oul Fa Lot Size: (a ye, Th A Building Size: ia Lot Coverage: FAR OK? Height OK? Parking OK? Critical Area? (Check Impervious Surface limits 19.05.050D4(a) Shorelines Jurisdiction? Demo? Historic Rev/ Design Rev? Notice to Title? Lots of Record? P:\DSD\Forms\General Use Forms\Activity Log Bldg Permit.doc July 12, 2010 eee ly Development Services Ul sep 22 20 (UY CITY OF PORT TOWNSEND 250 Madison Street, Suite 3 Port Townsend WA 98368 Phone: 360-379-5095 Fax: 360-344-4619 www.cityofpt.us Commercial Building Permit Application Project Address & Zoning District: Legal Description (or Tax #): Office Use Only Addition: von . . Permit 2328 Washington St, Block:_=} # BLD 10 - [GE Parcel # Lot(s): _ S $ 7 Associated Permits: AS 4607104 Noctw side Project Description: Addition ° 3°68 Doorwey on > Applications accepted by mail must include a check for initial plan review fee of $150 > See the “Commercial Building Permit Application Checklist” for details on plan submittal requirements. Property Owner: Name: Shicley Ru dolah Address:_Z | 3 + ashington St, Apt. lb City/SUZip:_ Ror+ Townsend, WA, 78368 Phone_3G0 S)G [oO] Email: ery Dee Lender Information: Lender information must be provided for projects over $5,000 in valuation per RCW 19.27.095. Name: Project Valuation: $ less than 5,000, Contact/ seas Lat Name:_€2 Li He Address: ar yeh ot Suk A City/StZip: Ync+ Townsend, WA, 78368 Phone: 36D 385° S606 R\-\9% e c Email: <7 | mm hia Name:_Li ttle % LitHe Gnstrocten Address. 2009 “*™ 5}. City/St/Zip: ee + Townsend, WA. 18368 Phone: 360 385 S606 Email: qaqc @ iittle~ litle. com State ticanse #600 S65 |Y4_Exp:2-28-20}) City Business License #:OOO 4 0 Construction Type: Occupancy Rating: Building Information (square feet): 1* floor Restrooms: 2" floor Deck(s): 3” floor Storage: Basement: Is it finished? Yes No Other: New 0 Addition0O Remodel/Repair 0 Change of Use 0 Total Lot Coverage (Building Footprint): Square feet: Ws. ¢ haage % No ce hang. Impervious Surface: Square feet:_No change | hereby certify that the information provided is correct, that | am either the owner or authorized to act on behalf of the owner and that all activities associated with this permit will be in accordance with State Laws and the Port Townsend Municipal Code. Print Name: A aq¢e Ly tHe Signature:___ vA Date: OF. 2! 2,0 Receipt Number: BLD10-186 957607104 Plan Review Fee $72.31 $72.31 $0.00 BLD10-186 957607104 PLAN REVIEW REFUND 50 -$50.00 -$50.00 $0.00 BLD10-186 957607104 State Building Code Council Fee $4.50 $4.50 $0.00 BLD10-186 957607104 Technology Fee for Building Permit $5.00 $5.00 $0.00 BLD10-186 957607104 Building Permit Fee $111.25 $111.25 $0.00 BLD10-186 957607104 Record Retention Fee for Building Per $5.75 $5.75 $0.00 Total: $148.81 10-0758 09/22/2010 PLAN REVIEW DEPOSIT 50 $50.00 BLD10-186 CHECK NIA $ 148.81 Total: $148.81 genpmtrreceipts Page 1 of 1 Receipt Number: BLD10-186 957607104 PLAN REVIEW DEPOSIT 50 $50.00 $50.00 $0.00 Total: $50.00 CHECK ~~ 30730 a ~~ $50.00 Total: $50.00 genpmtrreceipts Page 1 of 1 ns ‘ * @ Brostrém Engineering, PLLC F ILE CC 922 1/2 Washington Street #6 * Port Townsend, WA 98368 SRG eins Phone & Fax: (360) 379-6402 * E-mail: mikaelbrostrom@yahoo.com py. MB pate: CTAr: /io PROJECT: BECGARD BLDG SHEET: PROJECT ADDRESS: 2 328 WASHIWGTOW ST, TERT TowASEVD, WA 18% jopno.: 10 02 ( SUBJECT: STRLETURAL CALE. For A NEW POOR WHROLGH ExT. CMU WACCE DESign) CRITERIOA) 2 VERTICAL. AWALY SUS 3- Y LATERAL ANALYSIS s ECEIVEN SEP 22 2010 Rio-t&# CITY OF PORT TOWNSEND DSD Brostrém Engineering, PLLC 922 1/2 Washington Street #6 * Port Townsend. WA 983068 Phone & Fax: (360) 379-6402 * E-mail: mikaelbrostroni@yahoo.com BY: MB __ DATE: o3/ 14 fio PROJECT: BeéLQaARD BeEG SHEET: PROJECT ADDRESS: . JOB NO.: SUBJECT: — BYILPCNG WEIQ AT ROOF | GB. 4S SciSsSoR TRUSSES 5.2 Roo Fina 2.2 MECH, DVET Hy ae MiSe Y 2 14 5 —> 22 7S e ExT WALL |! CML NO GROUT (2) 4 Ps& [Oce( Brostrém Engineering, PLLC 922 1/2 Washington Street 46 * Port Townsend. WA 98368 Phone & Fax: (360) 379-6402 * E-mail: mikaelbrostrom@yahoo.com BY: MB __ DATE: 08/14 jie PROJECT: BELGARD BLDG SHEET; 2 PROJECTADDRESS: JOB NO.: | O00 | SUBJECT: _ HEADER ROOF Wwe Le Wp = 2O?PsF Gas + Yo PSF (5'- 8") = ASO PF W,, = L2O?SF CFT) = 20 PEE ‘= 20 fF boa, = 25 PSF (( FT) SPAN = B.C 7 FT ) F Ty = 960 pst Cy = 1,25 Sarr Ce “12 Cc, 2h © e, i.e Fo= IlGorst Fy Fy Co Cm Ce S Fy = 45OP7ST Cy = {,ts Cmr O1T7 C4710 C: 7 b.ge ry = 1H5.5° 967 Brostrém Engineering, PLLC 922 1/2 Washington Street #6 * Port Townsend, WA 98368 Phone & Fax: (360) 379-6402 * E-mail: mikaelbrostrom@yahoo.com BY: MB __ DATE: —pelialio PROJECT: BElGARD Bera SHEET: “{_ PROJECT ADDRESS: JOBNO.: [OO ( BENDAL Re Ml Wel Se er Ss &S : G ye 2S Fee 270 dos/p (sere) CRA) ugg pst < Fe OK g Cs C35 14)" _ le SHEAR, Fye OY = 3 ( we) _ 3 (210bbs/f4) (3.274) aA abr 2 Y (a.Sin) (5.5) Fr Worwr < Fy OK pEFLECT IOAN A= St" /C gu EI) . fe = L, 300,720 PEL L2 (%&es iu at § (270° Lys /2+) (3.67 ft)" (2m/ite) * = 0. OY ea “384 (1, 30@ cro tbs /; ny (19.65 m't| £. Oot in g Z.67f§ (RM, X = 0.0Um = fe) = \ 020 oO.K, ©O.0t{ ™ Brostrém Engineering, PLLC 922 1/2 Washington Street #6 * Port Townsend, WA 98368 Phone & Fax: (360) 379-6402 ¢ E-mail: mikaelbrostrom@yahoo.com By: MB __ DATE: 09/12/10 PROJECT: BECGARD “BLD'G SHEET: 5 PROJECT ADDRESS: JOB NO.: 1200] SUBJECT: LATER AC THE BACK WALL CONSISTS OF , WHAT APPERES TO Gé, HoLe ce) CMU FoR ABOUT Wy OF ITS LENGTH WITH THREE C3) EXISTING DOORS , AND ABIUT '/Y oF ITS LENGTH HAS WOOD SiDiNG witH out (1) DOOR (THs SECTION APPEARS TO BO An) ADP TIER) 7. THe Rowe), SINCE THE Hocegn) cMU WALL 1S NOT A CATERAL LoAD RESISTING WALL, THIS NEW ADDITIONAL 3-0" WiDE DIOR SILC NOT CHADGE THE Bil DiG'S LATERAG LOAD REBISTING CAPAC ITY. oo, oy e . DV ra Brostrém Engineering, PLLC FILE C0! a 922 1/2 Washington Street #6 * Port Townsend, WA 98368 Phone & Fax: (360) 379-6402 ¢ E-mail: mikaelbrostrom@yahoo.com Siam BY: MB _ DATE: 09/12/10 Project: BECGARD BLDG SHEET: | PROJECTADDRESS: 2 3 28 WASHIWG TOW ST, RT Tewasend, WA BF 10BNO.: 10 00 ( SUBJECT: STRUETURAL CALE. FoR A NEW DOOR THRovGH ExT. CMU WALL DESIGN) CRITERION) ya VERTICAL. AWALY SUS 3-4 LATERAL AWALYSLS a ECEIVE SEP 22 2010 RD \6-1KY CITY OF PORT TOWNSEND DSD Brostrém Engineering, PLLC 922 1/2 Washington Street #6 * Port Townsend. WA 983068 Phone & Fax: (360) 379-6402 * E-mail: mikaelbrostromi@yahoo.com BY: MB __ DATE: o8/ (4 fio PROJECT: BELG ARD BLDG SHEET: = & PROJECT ADDRESS: JOB NO: [0 oe ( SUBJECT: — BYILPENG WEIGH ROOF : a.B. 4. Ss” SCiSSTR TRUSSES 5.2 Roo Fina A-? MéEcl, DVET 4. <> MiSe Yo 2 14 5 —> 2227S - Ext wAtt | CML No GROOT (2.n) YO Pst Brostrém Engineering, PLLC 922 1/2 Washington Street #6 * Port Townsend. WA 98368 Phone & Fax: (360) 379-6402 ¢ E-mail: mikaelbrostrom@yahoo.com By: MB DATE: 08/149 hie PROJECT: BELGARD BLDG SHEET: 3 JOBNO.: 1000 | PROJECT ADDRESS: SUBJECT: HEARE® ROOF WP Wy = 20?SF Gas + Yo PSF (S'- g") = 250 7CF W,. = ZO?sF CiFT) = 20 PLE = 20 ThE 2, © 2S PSF (ver) SPAN = 3G FT TRY MG PrHPH 2 PFLAT usé © 7, = 860 psl Cpe 1,25 samy em ™ fae G, 21.8 a. Ete | Cre 1.3 Cty = jos Ci* OF Fo= |lGorst FY Fy Co Om Co CS Fy = 150 ?SZ Brostrém Engineering, PLLC 922 1/2 Washington Street #6 * Port Townsend, WA 98368 Phone & Fax: (360) 379-6402 ¢ E-mail: mikaelbrostrom@yahoo.com BY: MB DATE: | pe fiafio PROMECT: =BELGARD Bera SHEET: “{ PROJECT ADDRESS: JOBNO.: [OO ( BENDING, 4 2 _ u ae pum: OH Fy = M 7 ws ' ‘= lbh b = 5.5 S &S : G i, = Beh Fy = Ute Abs /H (3.07F7)* (12%) _ U8(g Pst Feo OK “Fys BY = 2B ( wi 2 3 270bbs/f) (3.474) 2A 2 bh \ 4 4 (a.5in) Co.) -: 4o PSr <«< F! OK. Fy Fy ell pEFLECT ION _ - ( A= Sw /(s84 &I) L= (hes jut A= § (27° Lys /p4) (3.67 ft)" (tzmfite)® = (0.04 jr (F y = |, 300,000 PSE 384 (1, 300.000 bs Sint) (19.65 mit] 4 . Peeled of rey x O g B.C?TE (Rin pe X= Zoum * CM) 00 8K. 0.0% ™m —— Brostrém Engineering, PLLC 922 1/2 Washington Street #6 ¢ Port Townsend, WA 98368 Phone & Fax: (360) 379-6402 ¢ E-mail: mikaelbrostrom@yahoo.com BY: MR DATE: 09/12/10 PROJECT: BELGARD “Sed'C SHEET: S- PROJECT ADDRESS: JOB NO.: |} 8 ee | SUBJECT: LATER AC THE BACK WALL CONSISTS OF , WHAT ATPEARS TO Ge, HOLLL A) CMU FoR ABOUT By OF ITS LENGTH WITH THREE C3) EXISTING DOORS , AND ARoUT lu oF ITS LENGTH HAS WOOD SiDNG with out (1) poor (THIS SEcTIGN APPEARS TD BE An) ADPITIOK) TP THE Rodway, SINCG THE Hocegn) CMU WALL 1S NOT A CATERAL LoAD RESISTING WALL, g BESY pee oer . VAS ——— > ie cls acs AAP 5 aati, DRAWING INDEX $1.0 STRUCTURAL NOTES $1.1 STRUCTURAL PLANS AND DETAILS ABBREVIATIONS A.B. ANCHOR BOLT OPP OPPOSITE ABV ABOVE OSB ORIENTED STRAND BOARD ALT ALTERNATE PLYWD PLYWOOD ARCH ARCHITECTURAL PT PRESSURE TREATED BD BOARD REF REFERENCE BLK'G BLOCKING REINF REINFORCEMENT BLW BELOW REQ REQUIRED CLR CLEAR S.A.D. SEE ARCHITECTURAL DETAILS CTR CENTER SHTS SHEETS COMP. COMPOSITION SIM SIMILAR CONT. CONTINUOUS S.0.G. SLAB ON GRADE DBL DOUBLE SQ SQUARE DBN DIAPHRAGM BOUNDARY NAILING T&B TOP & BOTTOM DIA DIAMETER TYP TYPICAL (E) EXISTING U.N.O. UNLESS NOTED OTHERWISE EA EACH VERT VERTICAL EL ELEVATION WDW WINDOW EQ EQUAL wi WITH G.W.B. GYPSUM WALL BOARD GYP GYPSUM HDG HOT DIPPED GALVANIZED HDR HEADER HORIZ HORIZONTAL LB POUND MFG MANUFACTURE MAX MAXIMUM MIN MINIMUM (N) NEW NTS NOT TO SCALE 0.C. ON CENTER A. GENERAL STRUCTURAL DRAWINGS ARE A PORTION OF THE CONTRACT DOCUMENTS AND ARE INTENDED TO BE USED WITH ARCHITECTURAL DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE REQUIREMENTS FROM THESE DRAWINGS INTO THEIR SHOP DRAWINGS AND WORK. FOR DIMENSIONS NOT SHOWN AND FOR SIZE AND LOCATIONS OF OPENINGS NOT DIMENSIONED ON THE STRUCTURAL DRAWINGS, SEE ARCHITECTURAL DRAWINGS. DISCREPANCIES, IF ANY, BETWEEN THE STRUCTURAL DRAWINGS AND THE ARCHITECTURAL DRAWINGS SHALL BE REPORTED TO THE ARCHITECT FOR CLARIFICATION AND ADJUSTMENT BEFORE PROCEEDING WITH THE WORK. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON THE DRAWINGS. TYPICAL DETAILS AND GENERAL NOTES ARE MINIMUM REQUIREMENTS TO BE USED WHEN CONDITIONS ARE NOT SHOWN OTHERWISE. THESE GENERAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER THE GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK. CODE REQUIREMENTS: CONFORM TO THE 2009 INTERNATIONAL BUILDING CODE (IBC). TEMPORARY CONDITIONS: THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND / OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR'S CONSTRUCTION METHODS AND/OR SEQUENCES. CONTRACTOR'S CONSTRUCTION AND/OR ERECTION SEQUENCES SHALL RECOGNIZE AND CONSIDER THE EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD. RETAINING WALLS WHICH TIE TO UPPER SLABS SHALL NOT BE BACKFILLED UNTIL THE UPPER SLABS REACH FULL STRENGTH UNLESS ADEQUATE BRACING IS PROVIDED AT THE TOP OF THE WALL. EXISTING CONDITIONS: ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS SHALL BE FIELD VERIFIED. THE CONTRACTOR SHALL NOTIFY BROSTROM ENGINEERING, PLLC OF ANY SIGNIFICANT DISCREPANCIES FROM CONDITIONS SHOWN ON THE DRAWINGS. SUBMITTALS: SHOP DRAWINGS SHALL BE SUBMITTED TO BROSTROM ENGINEERING, PLLC PRIOR TO FABRICATION AND CONSTRUCTION REGARDING ALL STRUCTURAL ITEMS, INCLUDING THE FOLLOWING: PREMANUFACTURED OPEN WEB WOOD ROOF TRUSS SYSTEM IF THE SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS, THEY SHALL BEAR THE SEAL AND SIGNATURE OF A CIVIL ENGINEER, STRUCTURAL ENGINEER, OR ARCHITECT REGISTERED IN THE STATE IN WHICH THE BUILDING IS TO BE CONSTRUCTED. ANY CHANGES TO THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO BROSTROM ENGINEERING, PLLC AND ARE SUBJECT TO REVIEW AND ACCEPTANCE OF THE ENGINEER. DESIGN DRAWINGS, SHOP DRAWINGS, AND CALCULATIONS FOR THE DESIGN AND FABRICATION OF ITEMS THAT ARE DESIGNED BY OTHERS, INCLUDING: PREMANUFACTURED OPEN WEB WOOD ROOF TRUSS SYSTEM SHALL BEAR THE SEAL AND SIGNATURE OF A CIVIL ENGINEER OR A STRUCTURAL ENGINEER REGISTERED IN THE STATE IN WHICH THE BUILDING IS TO BE CONSTRUCTED, AND SHALL BE SUBMITTED TO BROSTROM ENGINEERING, PLLC PRIOR TO FABRICATION. CALCULATIONS SHALL BE INCLUDED FOR ALL CONNECTIONS TO THE STRUCTURE, CONSIDERING LOCALIZED EFFECTS ON STRUCTURAL ELEMENTS INDUCED BY THE CONNECTION LOADS. DESIGN SHALL BE BASED ON THE REQUIREMENTS OF THE 2009 IBC. THE CONTRACTOR SHALL COORDINATE SEISMIC RESTRAINTS OF MECHANICAL, PLUMBING, AND ELECTRICAL EQUIPMENT, MACHINERY, AND ASSOCIATED PIPING WITH THE STRUCTURE. ANY CONNECTIONS TO STRUCTURE NOT CONFORMING TO SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION (SMACNA), OR SPECIFICALLY DETAILED ON THE MECHANICAL ENGINEER'S DRAWINGS, SHALL BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE IN WHICH THE BUILDING IS TO BE CONSTRUCTED, AND SHALL BE SUBMITTED TO BROSTROM ENGINEERING, PLLC PRIOR TO FABRICATION. FIELD ENGINEERED DETAILS DEVELOPED BY THE CONTRACTOR THAT DIFFER FROM, OR ADD TO THE STRUCTURAL DRAWINGS SHALL BEAR THE SEAL AND SIGNATURE OF A CIVIL ENGINEER, ARCHITECT, OR STRUCTURAL ENGINEER REGISTERED IN THE STATE IN WHICH THE BUILDING IS TO BE CONSTRUCTED AND SHALL BE SUBMITTED TO BROSTROM ENGINEERING, PLLC PRIOR TO CONSTRUCTION. B. DESIGN CRITERIA DESIGN WAS BASED ON THE ALLOWABLE STRESS DESIGN CRITERIA OF THE 2009 IBC. IN ADDITION TO THE DEAD LOADS, THE FOLLOWING LOADS AND ALLOWABLES WERE USED FOR DESIGN, WITH LIVE LOADS REDUCED PER 2009 IBC: ROOF: 40 PSF L.L. FLAT 17 PSF DLL. Pg = 0 PSF C. CONCRETE CONCRETE WORK SHALL CONFORM TO CHAPTER 19 OF THE IBC. CONCRETE STRENGTHS SHALL BE AS FOLLOWS: F'C (PSI) COMPONENTS 2,500 BASEMENT WALLS, BASEMENT SLAB, AND FOUNDATION WALLS. REINFORCING STEEL: REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60,FOR DEFORMED BARS AND ASTM A185 FOR SMOOTH WELDED WIRE FABRIC (WWF), UNLESS OTHERWISE NOTED. REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A706. COLUMN SPIRALS SHALL BE PLAIN OR DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60. REINFORCING STEEL SHALL BE SECURELY TIED IN PLACE WITH #16 ANNEALED IRON WIRE. BARS IN BEAMS AND SLABS SHALL BE SUPPORTED ON WELL-CURED CONCRETE BLOCKS OR APPROVED METAL CHAIRS, AS SPECIFIED BY THE CRSI MANUAL OF STANDARD PRACTICE, MSP-1. REINFORCING STEEL SHALL BE DETAILED INACCORDANCE WITH THE "ACI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES," ACI 315. LAP ALL REINFORCING BARS PER THE TYPICAL LAP SPLICE LENGTH SCHEDULE EXCEPT AS NOTED. TYPICAL LAP SPLICE LENGTH SCHEDULE BAR 2500 P.S.1. SIZE | CASE 1 CASE 2 #3 18 36 #4 24 47 #5 33 61 #6 47 88 #7 64 120 NOTES: #8 84 156 1) DIMENSIONS ARE IN INCHES. 2) CASES 1 AND 2 ARE DEFINED AS FOLLOWS (D = BAR DIAMETER) ALL CASES: CASE 1: COVER >Dp AND C-C SPACING 23 Dp CASE 2: COVER >Dp OR C-C SPACING >3 Dp REINFORCING STEEL SHALL HAVE PROTECTION AS FOLLOWS: USE COVER SLAB BARS 1" WALL BARS: INTERIOR FACES y" EXPOSED TO EARTH OR WEATHER 1%" (#5 AND SMALLER) 2" (#6 AND LARGER) FOOTING BARS 3" CONCRETE ACCESSORIES: EXPANSION BOLTS SHALL BE HILTI KWIK BOLT-Ii OR APPROVED WITH EQUIVALENT ICC ALLOWABLE TENSION AND SHEAR VALUES. EXPANSION BOLTS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURER'S RECOMMENDATIONS. DO NOT CUT REINFORCING IN NEW OR EXISTING CONCRETE DURING INSTALLATION. PERMANENTLY EXPOSED EMBEDDED PLATES AND ANGLES SHALL BE HOT-DIPPED, GALVANIZED AFTER FABRICATION, UNLESS OTHERWISE NOTED. NO LOADS OR WELDS SHALL BE PLACED ON EMBEDDED PLATES OR ANGLES FOR A MINIMUM OF 7 DAYS AFTER CASTING DURING INSTALLATION. D. WOOD PRODUCTS SAWN LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU OR WESTERN WOOD PRODUCTS ASSOCIATION GRADING RULES. LUMBER SHALL BE KILN DRIED WITH A MOISTURE CONTENT OF LESS THAN 19%. ALL LUMBER IN CONTACT WITH CONCRETE OR CMU SHALL BE PRESSURE TREATED UNLESS AN APPROVED MOISTURE BARRIER IS PROVIDED. FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY SIMPSON STRONG TIE (OR APPROVED EQUAL) AND OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS. ALL NAIL HOLES SHALL BE FILLED WITH STRUCTURAL FASTENERS UNLESS NOTED OTHERWISE ON THE DRAWINGS AND FASTENERS SHALL BE INSTALLED FOLLOWING ALL MANUFACTURERS REQUIREMENTS. IF A SUBSTITUTION IS MADE, ADOCUMENT SHALL BE SUBMITTED TO BROSTROM ENGINEERING, PLLC FOR APPROVAL OUTLINING THE FRAMING ACCESSORIES BEING REPLACED AND THE SUBSTITUTED FRAMING ACCESSORIES. ALLOWABLE LOADS FOR THE SIMPSON ACCESSORIES, SHALL BE TABULATED ALONG WITH ALLOWABLE LOADS FOR THE SUBSTITUTED ACCESSORIES, WHICH CLEARLY INDICATE THE SUBSTITUTED ACCESSORIES HAVING AN EQUAL OR GREATER CAPACITY. HANGERS NOT SHOWN SHALL BE SIMPSON U-TYPE OR B-TYPE OF SIZE RECOMMENDED FOR MEMBER. ALL FRAMING NAILS SHALL BE OF THE SIZE AND NUMBER INDICATED ON THE DRAWINGS AND CONFORM TO ASTM F 1667, "STANDARD SPECIFICATION OF DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES". AND NER-272 "POWER-DRIVEN STAPES AND NAILS FOR USE IN ALL TYPES OF BUILDING CONSTRUCTION." NAILS SHALL BE IDENTIFIED BY LABELS (ATTACHED TO THEIR CONTAINERS) THAT SHOW THE MANUFACTURERS NAME AND NES REPORT NUMBER, NAIL SHANK DIAMETER, AND LENGTH SHALL BE SUBMITTED TO BROSTROM ENGINEERING, PLLC PRIOR TO FRAMING. NAILING NOT SHOWN SHALL BE AS INDICATED ON 2009 IBC TABLE 2304.9.1 OR NER-272 THE FOLLOWING NAIL SIZES SHALL BE USED. NAIL TYPE SHANK DIAMETER MINIMUM PENETRATION LENGTH (IN.) INTO FRAMING MEMBER (IN.) (IN.) 6D 0.113 0.70 2.00 8D 0.131 0.80 2.50 10D 0.148 0.90 3.00 12D 0.148 0.90 3.25 16D 0.162 1.00 3.50 BOLTS AND LAG SCREWS SHALL CONFORM TO ANSI/ASME STANDARD B18.2.1-1981. ALL BOLTS AND LAG SCREWS SHALL BE INSTALLED WITH STANDARD CUT WASHERS. ALL A307 BOLTS SHALL HAVE CUT THREADS. CUTTING AND NOTCHING OF JOISTS AND STUDS SHALL CONFORM TO 2009 IBC SECTIONS 2308.8.2, 2308.9.8, 2308.9.10, 2308.9.11, 2308.10.4.2, AND 2308. 10.7. SALVAGED LUMBER SHALL BE GRADED PRIOR TO USE BY AN APPROVED GRADING AGENCY AND SHALL MEET THE MINIMUM BENDING STRESSES SHOWN ABOVE. E. DEFERRED SUBMITTALS THE DEFERRED TRUSS, POST, AND RAILING SUBMITTALS SHALL BE REVIEWED BY BROSTROM ENGINEERING, PLLC AND SUBMITTED TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO EITHER SLAB OR UNDER-FLOOR INSPECTION, AND PRIOR TO FABRICATION. F. PRODUCT SUBSTITUTION IF A PRODUCT SUBSTITUTION IS DESIRED BY THE CLIENT OR HIS/HER AGENT(S), A DOCUMENT REGARDING THE PROPOSED PRODUCT SHALL BE SUBMITTED TO BROSTROM ENGINEERING, PLLC FOR REVIEW AND APPROVAL. THIS DOCUMENT SHALL TABULATE ALLOWABLE LOADS FOR THE PLAN-SPECIFIED PRODUCT AND ALLOWABLE LOADS (PER ICC APPROVAL) OF THE PROPOSED PRODUCT. THIS DOCUMENT SHALL CLEARLY INDICATE THAT THE PROPOSED PRODUCT HAS EQUAL OR GREATER CAPACITY THAN THE PLAN-SPECIFIED PRODUCT. THE WRITING AND RESEARCH NECESSARY FOR PRODUCING THIS DOCUMENT IS THE SOLE RESPONSIBILITY OF THE PARTY REQUESTING THE PRODUCT SUBSTITUTION. ALL SERVICES RENDERED BY BROSTROM ENGINEERING, PLLC FOR THIS REVIEW PROCESS SHALL BE BILLED ON A TIME AND MATERIAL BASIS. G. DESIGN CHANGES IF A DESIGN CHANGES IS DESIRED BY THE CLIENT OR HIS/HER AGENT(S), A DOCUMENT REGARDING THE PROPOSED DESIGN CHANGE SHALL BE SUBMITTED TO BROSTROM ENGINEERING, PLLC FOR REVIEW AND APPROVAL. THIS DOCUMENT SHALL CLEARLY SHOW THAT THE DESIGN CHANGE IS COMPATIBLE (EQUAL OR GREATER CAPACITY) WITH THE PLAN-SPECIFIED DESIGN. THE WRITING/DRAFTING AND RESEARCH NECESSARY FOR PRODUCING THIS DOCUMENT IS THE SOLE RESPONSIBILITY OF THE PARTY REQUESTING THE DESIGN CHANGE. ALL SERVICES RENDERED BY BROSTROM ENGINEERING, PLLC FOR THIS REVIEW PROCESS SHALL BE BILLED ON A TIME AND MATERIAL BASIS. SITE PLAN BELGARD BUILDING TH A Y E R ST R E E T Uj U/ ‘S 2328 WASHINGTON STREET ¥ WASHINGTON STREET FILE Cor TABLE 2304.9.1 - NAILING SHEDULE (USE UNLESS NOTED OTHERWISE) TR O M EN G I N E E R I N G , PL L C 20 0 8 lk REVISION NO} DATE / DESCRIPTION EGCEIVE SEP 22 2010 PODdIO = (Ww CITY OF PORT TOWNSEND DSD SUPPORTS. FASTENERS SPACED 4 INCHES N CENTER AT EDGES, 8 INCHES AT INTERMEDIATE SUPPORTS FOR SUBFLOOR AND WALL SHEATHING AND 3 INCHES ON CENTER AT EDGES, 6 INCHES AT INTERMEDIATE SUPPORTS FOR ROOF SHEATHING. FASTENERS SPACED 4 INCHES ON CENTER AT EDGES, 8 INCHES AT INTERMEDIATE SUPPORTS. CONNECTION FASTENING *” LOCATION 1 JOIST TO SILL OR GIRDER 3 - 8d COMMON (2%4"x0.131") 3 - 3"x0.131" NAILS TOENAIL 3 - 3" 14 GAGE STAPLES 2 _BRIDGEING TO JOIST 2 - 8d COMMON (2%"x0.131") 2 - 3"x0.131" NAILS TOENAIL EACH END 2 - 3" 14 GAGE STAPLES 3 _1"x6" SUBFLOOR OR LESS TO EACH JOIST 2 - 8d COMMON (2%"x0.131") FACE NAIL 4 WIDER THAN 1"x6" SUBFLOOR TO EACH JOIST 3 - 8d COMMON (2%"x0.131") FACE NAIL 5 2" SUBFLOOR TO JOIST OR GIRDER 2 - 16d COMMON (3%4"x0.162") BLIND AND FACE NAIL 6 SOLE PLATE TO JOIST OR BLOCKING 16d (3/4"x0.162") @ 16" 0.c. 3"x0.131" @ 8" o.¢. TYPICAL FACE NAIL 3" 14 GAGE STAPLES @ 12" o.c. SOLE PLATE TO JOIST OR BLOCKING 3 - 16d (3/4"x0.135") @ 16" AT BRACED WALL PANELS 4 - 3"x0.131" NAILS @ 16" BRACED WALL PANELS 4 - 3" 14 GAGE STAPLES PER 16" 7 TOP PLATE TO STUD 2 - 16d COMMON (3%4"x0.162") 3 - 3"x0.131" NAILS END NAIL 3 - 3" 14 GAGE STAPLES 8 STUD TO SOLE PLATE 4 - 8d COMMON (2%4"x0.131") 4 - 3"x0.131" NAILS TOENAIL 3 - 3" 14 GAGE STAPLES 2 - 16d COMMON (3)4"x0.162") 3 - 3"x0.131" NAILS END NAIL 3-3" 14 GAGE STAPLES 9 DOUBLE STUDS 16d (34"x0.135") @ 24" o.c. 3"x0.131" NAILS @ 8" o.c. FACE NAIL 3" 14 GAGE STAPLE @ 8" o.c. 10 DOUBLE TOP PLATES 16d (3%4"x0.135") @ 16" 0.c. 3"x0.131" NAILS @ 12" o.c. TYPICAL FACE NAIL 3" 14 GAGE STAPLE @ 12" o.c. DOUBLE TOP PLATES 8 - 16d COMMON (3%"x0.162") 12 - 3"x0.131" NAILS LAP SPLICE 12 - 3" 14 GAGE STAPLES 11. BLOCKING BETWEEN JOISTS OR 3 - 8d COMMON (2%"x0.131") RAFTERS TO TOP PLATE 3 - 3"x0.131" NAILS TOENAIL 3 - 3" 14 GAGE STAPLES 12 RIM JOIST TO TOP PLATE 8d (2%4"x0.131") @ 6" o.¢. 3"x0.131" NAIL @ 6” o.c. TOENAIL 3" 14 GAGE STAPLE @ 6" 0.c. 13. TOP PLATE, LAPS AND INTERSECTIONS 2 - 16d COMMON (3)4"x0.162") 3 - 3"x0.131" NAILS FACE NAIL 3 - 3" 14 GAGE STAPLES 14 CONTINUOUS HEADER, TWO PIECES 46d COMMON (3/4"x0.162") 16" 0.c. ALONG EDGE 15 CEILING JOIST TO PLATE 3 - 8d COMMON (2"x0.131") 5 - 3"x0.131" NAILS TOENAIL 5 - 14 GAGE STAPLES 16 CONTINUOUS HEADER TO STUD 4 - 8d COMMON (2%"x0.131") TOENAIL 17. CELING JOISTS, LAPS OVER PARTITIONS 3 - 16d COMMON (3/4"x0.162") MINIMUM, (SEE SECTION 2308.10.1.1, TABLE 2308.10.1.4) TABLE 2308.10.4.1 FACE NAIL 4 - 3"x0.131" NAILS 4-3" 14 GAGE STAPLES 18 CELING JOIST TO PARALLEL RAFTERS 3 - 16d COMMON (3%"x0.162") MINIMUM, (SEE SECTION 2308.10.1.1, TABLE 2308.10.1.4) TABLE 2308.10.4.14 FACE NAIL 4 - 3"x0.131" NAILS 4 - 3" 14 GAGE STAPLES 19 RAFTER TO PLATE 3 - 8d COMMON (2%"x0.131") (SEE SECTION 2308.10.1.1, TABLE 2308.10.1.4) 3 - 3"x0.131" NAILS TOENAIL 3 - 3" 14 GAGE STAPLES . 20 1" DIAGONAL BRACE TO EACH STUD AND PLATE 2 - 8d COMMON (2)4"x0.131") 2 - 3"x0.131" NAILS FACE NAIL 3 - 3" 14 GAGE STAPLES 21 _1"x 8" SHEATHING TO EACH BEARING 3 - 8d COMMON (236"x0.131") FACE NAIL 22 WIDER THAN 1" x 8" SHEATHING TO EACH BEARING | 3 - 8d COMMON (2%"x0.131") FACE NAIL 23 BUILT-UP CORNER STUDS 16d COMMON (3%4"x0.162") 24" 0.c 3"x0.131" NAILS 16" o.c 3" 14 GAGE STAPLES 16" 0.¢ 24 BUILT-UP GIRDER AND BEAMS 20d COMMON (4"x0.192") 32" 0.c. FACE NAIL @ TOP AND 3"x0.131" NAIL @ 24" o.c. BOTTOM STAGGERED 3" 14 GAGE STAPLE @ 24" o.c. ON OPPOSITE SIDES 2 - 20d COMMON (4"x0.192") FACE NAIL @ ENDS 3 - 3"x0.131" NAILS AND @ EACH SPLICE 3 - 3"x 14 GAGE STAPLES 25 _2" PLANKS 16d COMMON (3%"x0.162") @ EACH BEARING 26 COLLAR TIE TO RAFTER 3 - 10d COMMON (3"x0.148") 4 - 3"x0.131" NAILS FACE NAIL 4-3" 14 GAGE STAPLES 27. JACK RAFTER TOHIP 3 - 10d COMMON (3"x0. 148") 4 - 3"x0.131" NAILS TOENAIL 4-3" 14 GAGE STAPLES 2 - 16d COMMON (374"x0.162") 3 ~ 3"x0,131" NAILS FACE NAIL 3-3" 14 GAGE STAPLES 28 ROOF RAFTER TO 2-BY RIDGE BEAM 2 - 16d COMMON (34"x0.162") 3 - 3"x0.131" NAILS TOENAIL 3 +3" 14 GAGE STAPLES 2 - 16d COMMON (3)4"x0.162") 3 - 3"x0.131" NAILS FACE NAIL 3 - 3" 14 GAGE STAPLES 29 JOIST TO BAND JOIST 3 - 16d COMMON (3/4"x0.162") 4 -3"x0.131" NAILS FACE NAIL 4-3" 14 GAGE STAPLES 30 LEDGER STRIP 3 - 16d COMMON (374"x0.162") 4 - 3"x0.131" NAILS P~FACE-NAIE ' 4-3" 14 GAGE STAPLES 5 31 WOOD STRUCTURAL PLANELS "AND LESS 6d°" AND PARTICLEBOARD ° # 2%"x0.113" NAIL" CO LIANCE SUBFLOOR, ROOF AND WALL 1%" 16 GAGE° ; SHEATHING (TO FRAMING) '%"TOY% adored | DATE (> be & Zeig 294'20.113" NAIL Zz ra C 2" 16 GAGE i —\9 %" TO 1" 8d° rear Ne Edis et SINGLE FLOOR (COMBINATION 1%" TO 1%" 10d OR 8d° By \ci hace boseins a SUBFLOOR-UNDERLAYMENT TO FRAMING) 7a AND LESS 6d° te a OR 8d° NOTICE: Plang are approved excepting 8 4 A any errors or pmissions. All work mus 32 PANEL SIDING (TO FRAMING) %" OR LESS 6d‘ pass Inspection in conformance wi 5g" 8d! all applicable codes and regulations 33 FIBERBOARD SHEATHING ° %" No. 11 GAGE ROOFING NAIL” 6d COMMON NAIL (2"x0.113") No. 16 GAGE STAPLE ' 25/0" No. 11 GAGE ROOFING NAIL" 8d COMMON NAIL (2)4"x0.131") No. 16 GAGE STAPLE ' 34 INTERIOR PANLING ¥," 4d! % 6d * a. COMMON OR BOX NAILS ARE PERMITTED TO BE USED EXCEPT WHERE OTHERWISE STATED. b. NAILS SPACED @ 6 INCHES ON CENTER @ EDGES, 12 INCHES @ INTERMEDIATE SUPPORTS EXCEPT 6 INCHES @ ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR MORE. FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICLEBOARD DIAPHRAGMS AND SHEAR WALLS, REFER TO SECTIONS 2305. NAILS FOR WALL SHEATHING ARE PERMITTED TO BE COMMON, BOX OR CASING. c COMMON OR DEFORMED SHANK (6d - 2"x0.113"; 8d - 2)6"x0.131"; 10d - 3"x0.148"). d. COMMON (6d - 2"x0.113"; 8d - 24"x0.131"; 10d - 3"x0.148"). , e. DEFORMED SHANK (6d - 2"x0.113"; 8d - 244"x0.131"; 10d - 3"x0.148"). f. CORROSION-RESISTANT SIDING (6d - 1 %"x0.106"; 8d - 256"x0.128") OR CASING (6d - 2"x0.099"; 8d - 244"x0.113") NAILS. g. FASTENERS SPACED 3 INCHES ON CENTER @ EXTERIOR EDGES AND 6 INCHES ON CENTER @ INTERMEDIATE SUPPORTS, : WHEN USED AS STRUCTURAL SHEATHING. SPACING SHALL BE 6 INCHES ON CENTER ON THE EDGES AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORTS FOR NONSTRUCTURAL APPLICATIONS. h. CORROSION-RESISTANT ROOFING NAILS WITH %¢-INCH-DIAMETER HEAD AND 134-INCH LENGTH FOR 44-INCH SHEATHING AND 1%-INCH LENGTH FOR 254,-INCH SHEATHING. i. CORROSION-RESISTANT STAPLES WITH NOMINAL %.-INCH CROWN AND 134-INCH LENGTH FOR )4-INCH SHEATHING AND 134-INCH LENGTH FOR 2542-INCH SHEATHING. PANEL SUPPORTS AT 16 INCHES (20 INCHES IF STRENGTH AXIS IN THE LONG DIRECTION OF THE PANEL, UNLESS OTHERWISE MARKED). j. CAG Oe) OR FINISH (1%"x0.072") NAILS SPACED 6 INCHES ON PANEL EDGES, 12 INCHES AT INTERMEDIATE k. PANEL SUPPORTS @ 24 INCHES. CASING OR FINISH NAILS SPACED 6 INCHES ON PANEL EDGES, 12 INCHES @ INTERMEDIATE SUPPORTS. IL. FOR ROOF SHEATHING APPLICATIONS, 8d NAILS (2/4"x0.113") ARE THE MINIMUM REQUIRED FOR WOOD STRUCTURAL PANELS. m. STAPLES SHALL HAVE MINIMUM CROWN WIDTH OF %e INCH. n. FOR ROOF SHEATHING APPLICATIONS, FASTENERS SPACED 4 INCHES ON CENTER AT EDGES, 8 INCHES AT INTERMEDIATE PROHIBITION ON REUSE: INFORMATION CONTAINED IN THESE DRAWINGS AND SPECIFICATIONS WAS PREPARED FOR USE ON THE SPECIFIC SITE INDICATED. USE OF THIS INFORMATION ON ANOTHER PROJECT IS PROHIBITED AND CONTRARY TO LAW UNLESS EXPRESSLY AUTHORIZED IN WRITING BY THE AUTHOR. THESE DRAWINGS AND SPECIFICATIONS ARE AND. SHALL REMAIN THE PROPERTY OF BROSTROM ENGINEERING, PLLC. DISPLAY, REPRODUCTION, OR USE FOR ANY BUT THE SPECIFICALLY AGREED UPON PURPOSES, WITHOUT THE WRITTEN AUTHORIZATION OF BROSTROM ENGINEERING, PLLC IS STRICTLY PROHIBITED. BR O S T R O M EN G I N E E R I N G , PL L C 92 2 % WA S H I N G T O N ST . #6 PO R T pr ne e m 98 3 6 8 FOR: LITTLE & LITTLE CONSTRUCTION 2009 4th STREET PORT TOWNSEND, WA 98368 NE W DO O R OP E N I N G AT : BE L G A R D BU I L D I N G 23 2 8 WA S H I N G T O N ST R E E T PO R T TO W N S E N D , WA 98 3 6 5 PR O J E C T TI T L E : ST R U C T U R A L NO T E S — 2 SH E E T TI T L E : 4 m 09/12/10 10001 JOB NAME BELGARD BLDG SHEET NUMBER C $1.0_ tb II ie E CARY WW oT $ SINGLE POLE SWITCH OUTDOOR WALL MOUNT LIGHT —— BA Zovess Pal. UANOING eT Fox FR Eeeess Par Swe. Naororcle LponG- UB. eo" IT | STORAGE RESTROOM - (APPROX. 50 SQUARE FOOT) — STORAGE (APPROX. 153 SQUARE FOOT) OFFICE (APPROX. 967 SQUARE FOOT) TA N — (DEAISIING CONDITIONS SCALE: %" = 1'-0" a = Sash Weatea uth Sgr tw [ Byer \ — See Nhrhed ENG neRW- a ES $ (N) 3068 DOOR SF Haitians, bloouc DAC » —~_ (NEW CONDITIONS SCALE: %" = 1'-0" Ba (N) 4x6 PTHF#2 FLAT (N) SIMPSON nae —) (N) (2) 2x6 PTHF#2, TYP (N) SIMPSON %" DIA. TITEN SCREW, TYP (E) CMU (E) SLAB ON GRADE SV \ (GyNEW DOOR (ELEVATION VIEW) SCALE: %" = 1'-0" - (N) OUTDOOR WALL LIGHT PER OWNER (N) CONCRETE FILLED CMU's, TYP Y FILE COP REVISION NO| DATE / DESCRIPTION © BR O S T R O M EN G I N E E R I N G , PL L C 20 0 8 EXPRESSLY AUTHORIZI AUTHOR PROHIBITION ON REUSE: ONTRAR wr IZATION OF BI TRICTLY PROHIBITED. O _ = so 8 OO 2s rz 523 r= o88 gy TQe OW <8 uy =e° Ys E ac NGS za LW FOR: LITTLE & LITTLE CONSTRUCTION 2009 4th STREET PORT TOWNSEND, WA 98368 Pa 288 < _ J wy [= 5s Zz Em z= = sO 52 SM gs zt eo. Nn 20 83 Na a LL aa) i E F — i fe} Cp) _jN a | <x t- cara =) kK Q O7 > ~ Ke E F i Ww 5 DATE 09/12/10 JOB NO 10001 JOB NAME BELGARD BLDG SHEET NUMBER 91.1