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Home My WebLink About201 E. Front Street Address: 201 E Front Street ,?,G ( c , �_C, e -I �_. PREPARED 9/14/15, 10:03:50 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 9/14/1S ------------------------------------------------------------------------------------------------ ADDRESS . : 201 E FRONT ST SUBDIV: CONTRACTOR ALDERGROVE CONSTRUCTION INC. PHONE (360) 457-2067 OWNER KOKOPELLI GRILL PHONE PARCEL 06-30-00-5-0-0193-0000- APPI, NUMBER: 15-00000597 COMM REMODEL ------------------------------------------------------------------------------------------------ PERMIT: BPC 00 BUILDING PERMIT - COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ' ------------------------------------------------------------------------------------------------ BL9 01 7/21/1S JLL BLDG SHEARWALL 7/21/1S AP July 21, 201S 9:38:27 AM jlierly. BILL 477-0057 July 21, 2015 2:34:00 PM jlierly. BL3 01 7/30/15 JLL BLDG FRAMING 7/30/15 AP July 30, 201S 9:S2:49 AM jlierly. walt July 30, 2015 4:18:23 PM jlierly. BL99 01 9/14/15 BLDG FINAL September 14, 201S 9:55:44 AM jlierly. AW Walt --------------------- ------------------------------------------------------------------ PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ PL2 01 7/16/15 JLL PLUMBING ROUGH-IN 7/16/15 AP � OVERRIDE TAKEN BY JLIERLY DATE: 07/16/15 TIME: 09:21:11 July 16, 2015 9:25:24 Am jlierly. MArk 477-OG26 JU ly 16, 2015 4:15:01 PM jlierly. PL99 01 9/14/15 PLUMBING FINAL I OVERRIDE TAKEN BY JLIERLY DATE: 09/14/1S TIME: 09:52:09 September 14, 2015 9:56:26 AM jlierly. -------------------------------------- COMMENTS AND NOTES -------------------------------------- �? 01 & , F-�,t � ( , PREPARED 9/17/15, 10:56:06 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 9/17/15 ------------------------------------------------------------------------------------------------ ADDRESS . : 201 E FRONT ST SUBDIV: CONTRACTOR ALDERGROVE CONSTRUCTION INC. PHONE (360) 457-2067 OWNER KOKOPELLI GRILL PHONE PARCEL 06-30-00-5-0-0193-0000- APPL NUMBER: 15-00000597 COMM REMODEL ------------------------------------------------------------------------------------------------- PERMIT: BPC 00 BUILDING PERMIT - COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL9 01 7/21/15 JLL BLDG SHEARWALL 7/21/15 AP July 21, 2015 9:38:27 AM jlierly. BILL 477-OOS7 July 21, 2015 2:34:00 PM jlierly. BL3 01 7/30/15 JLL BLDG FRAMING 7/30/15 AP July 30, 2015 9:52:49 AM jlierly. Walt July 30, 2015 4:18:23 PM jlierly. BL99 01 9/14/15 JLL BLDG FINAL 9/15/15 DA September 14, 2015 9:55:44 AM jlierly. Walt September 15, 2015 10:11:44 AM jlierly. Remove latch on fire rated door and or use a megnetic smoke det hold open if desired. Emergency lighting for stairs health dept required to sign off before building final/jll BL99 02 9/17/15 BLDG FINAL September 17, 2015 10:58:10 AM jlierly. Walt after 3pm please 477-OOSS -------------------------------------- COMMENTS AND NOTES -------------------------------------- CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY &ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 15-00000597 Date 6/19/15 Application pin number . . . 490847 Property Address . . . . . . 201 E FRONT ST ASSESSOR PARCEL NUMBER: OG-30-00-5-0-0193-0000- REPORT SALES TAX Application type description COMM REMODEL Subdivision Name . . . . . . on your state excise tax form Property Use . . . . . . . . to the City of Port Angeles Property Zoning . . . . . . . CENTRAL BUSINESS DISTRICT Application valuation 70000 (Location Code 0502) ----------- --------- - - - - ----- Application desc expand upstairs bar in nw corner ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ KOKOPELLI GRILL ALDERGROVE CONSTRUCTION INC. C/O CANDY MCQUAY 336 BENSON RD. 203 E FRONT ST PORT ANGELES WA 98363 PORT ANGELES WA 98362 (360) 457-2067 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT - COMMERCIAL Additional desc . . EXPAND BAR INTO NW` CORNER Permit Fee . . . . 810.25 Plan Check Fee 526.GG Issue Date . . . . 6/19/15 Valuation . . . . 70000 Expiration Date . . 12/16/15 Qty Unit Charge Per Extension 13ASE FEE 670.25 20.00 7.0000 THOU BL-50,001-100K (7.00 PER K) 140.00 -------------- ---------------------------------------------------- Special Notes and Comments May 28, 201S 11:26:55 AM tamiot. ALL ELECTRICAL WIRING SHALL BE CONTAINED TO THE SERVICE ON THE WEST SIDE OF THE BUILDING. THERE SHALL BE NO WIRING BETWEEN THE EAST SERVICE AND THE WEST SERVICE IN THE SAME AREAS. A minimum 2A-10BC fire exinguisher is required. Extinguishers must be mounted, with the top no more than 5' off the floor. Suggested extinguisher placement is adjacent to an exit. Any work from the sidewalk that interferes with pedestrian passage requires a Right of Way Use permit and approved pedestrian control plan. Other Fees STATE SURCHARGE 4.50 ----------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 810.2S 810.25 .00 .00 Plan Check Total 526.66 526.66 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 1341.41 1341.41 .00 .00 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this appl, *0 tn:rnd know the-s-ame to be true and correct. All provisions 1* 0 w1l of laws and ordinances governing this type of work will be comp le 'p"e-h pecified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions Of qKy/state or local egulating construction or the performance of construction. Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) TForms/Building Division/Bu i[ding Permit BUILDING PERMIT INSPECTION RECORD — PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole BIdgs.) PLUMBING: Under Floor/Slab Rough-in Water Line(Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted by AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall(Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pump/Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood I Ducts FINAL Date Accepted by MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parking/Lighting ESA: Landscaping ISHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY1 USE Inspection Type Date Accepted By Electrical .417-4735 Construction- R.W. PW / Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit e7 T H PORT For City Use CITY OF 1�jGELES -7 A, Permit# 6-19, WASH I NGTON, U . S. Date Received: f-1 321 E Slh Street Date Approved Port Angeles,WA 9836 P:360-417-4817 F:360-417-4711 Email:permitsOcityofpa.us 'A, BUILDING PERMI APPLICATION Project Address: e'�oy4—I Phone: C PriTAgContact: LJAL:rbnl�mmfL�c Email: �-IA,:t-D@-Ai-oEtc-,ftv.C-c-T.com Name N%C�IA)L)EL� W—QUA,� Phone 3('00 �jE;-7- ("OL4L) Property Maili Addres;s Email 3 - Owner As—, r4o..'rr-�;7v-evr city 0,461FL65 I State Z i P9 e L2)to;!21 Name AL-C)faC�.19A.�-,16 i Phone 366 J151-;Z010-1 Contractor Address Email Information city &Asp ezqj) State P8%Z\- A),*C-L.E5 zip c['83&3 F6ntractor License# A LD C—P=_1 n Li pt:��=E-p.Date: -R Legail Description: Zoning: Tax Parcel # Project Value: (materials and labor) 'ri 0jFd-&.,C-6 i5k-< I LA 4 C1 6L';, i�p t ;ZR 3 $ -?oJ0b 0 Residential El Commercial 0 Industrial 1:1 ' Public El Permit Demolition El Fire El Repair 1:1 Reroof(tear off/lay over) 0 Classification For the following, fill out both pages of permit application: (check New Construction 11 Exterior Remodel El Addition El Tenan�Improvement' appropriate) -1 Mechanical El Plumbing El Other El Fire Sprinkler System Proposed Irrigation System Proposed or Proposed Bathrooms Proposed Bedrooms 'rrig or Existing? Yes 0 No 12 FExisting? Yes E3 No In addition to standard hard copy submittals please send a PDF copy of all Stormwater plans and Engineering to www.stormwater(&cityofpa.us Project Description �5%1 C6 9 g j )p 5-TA,as j5j)rz. IN710 N(D H I Aj 157 Is project in a Flood Zone: Yes 0 NoW Flood Zone Type: If in a Flood Zone, what is the value of the structure before proposed improvement? $ I have read and completed the application and know it to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required and to obtain permits prior to work. I understand that plan review fees are not refundable after review has occurred. I understand that I will forfeit review fees if I withdraw the application before the permit is issued. I understand that if the permit is not picked up/issued within 18o days of submittal,the application will be considered abandoned and the fees will be forfeited. Tea- L Date Print Name Signa ure Residential Structures Existing Proposed Construction For Office Use Area De scriptions(SQ FT) Floor area Floor area $Value new area Basement First Floor Second Floor Covered Deck/Porch/Entry Deck Over 30" or 2 nd floor) Garage Carport Other(describe) Area Totals Commercial Structures Area Descriptions(SQ FT) Existing Pro.posed Colistruction For Office Use Floor area Floor area $Value new area Existing Structure (s) Proposed Addition Tenant Improvement? Other work(describe) Site Area Totals Lot/Site Coverage Calculations Lot Size(sq ft) Lot Coverage(sq ft)foot print of %Lot Coverage (Total lot cov lot size) Max Bldg Height � allstructures sq ft Site Coverage(Sq Ft of all impervious) %of Site Coverage (total site cov-- lot size) Mechanical Fixtures Indicate how many of each type of xture to be installed or relocated as part of this project. Air Handler Size: # Haz/Non-Haz Piping Out!et Appliance Exhaust Fan # Heater(Suspended, Floor,Recessed wall) # Boiler/Compressor Size: # Heating/Cooling appliance # I repair/alteration Evaporative Cooler(attached,not # Pellet Stove/Wood-burning/Gas # portable) Fireplace/Gas Stove/Gas Cook Stove/Misc. Fuel Gas Piping #of 0� Ventilation Fan,single duct # Furnace/Heat Pump/ Size: # Ventilation System # Forced Air Unit Plumbing Fixtures Indicate how many of each type of fixtu e to be installed or relocated Plumbing Traps # 5' Water Heater # Plumbing Vent piping # Medical gas piping #of Water Line # Fuel gas piping #of 0 Sewer Line # Industrial waste pretreatment interceptor(Grease Trap) Size Other(describe): T:\BUILDING\APPLICATION FORMS\CurrentBPApplication\Building Permit 4-17-13.docx P.E. 11 June, 2015 Civil Structural - Management 1401 West 7th Street Aldergrove Construction t mre le PortAngeles, Washington 98363 336 Benson Rd. Office (360) 452-2098 Port Angeles, VVA 98363 Fax (360) 417-2098 Subject: 2 Hr. Floor/Ceiling System E-mail:ungerpe@msn.com Dear Mr. Dalrymple: Attached is the specifications for the two hour Floor/Ceiling construction needed at Kokopelli Grill addition. It is GA File No. FC 5724. The existing floor system will qualify for the flooring layers and the floor joist. The two,layers of 5/8 type X GWB and the Resilient furring channels @ 24" o.c. need to be added to the underside of the floor system. Thank you for using Gene Unger Engineering LLC on this project. Sincerely; r, PE �_G�e Inc.- GA File No. FC 5724 VA. U WAS4 0 7z a its 44 :�,SAONAL 15024LAC1 GA FILE NO. FC 572i___J_ PROPRIETARY ' 2 HOUR WOOD FLOOR,WOOD JOISTS, GYPSUM WALLBOARD, FIRE RESILIENT CHANNELS Base layer 5/n" proprietary type X gypsum wallboard or gypsum veneer base applied at right angles to 2 x 10 wood joists 16" o.c. with 8d nails, 21/2" long,0.113"-shank, t*A" heads, V'o.c. Resilient furring channeds 24"o.c. applied at right angles to joists through base layer with one 8d nail,21/2"long,0.113"shank,19/&4"head,at each joist.Face layer t' 5/s"proprietary type X gypsum wallboard or gypsum veneer base applied at right angles to re0ienl furring channels with 1" Type S drywall screws 12" o.c. Double channel 1�——4 installed at face layer end joints.Wood joists supporting I"nominal T&G wood subfloor and 1" nominal wood finish floor or'9/32" plywood finished floor with long edges T&G Approx. Coiling- and 15/32" interior plywood with exterior glue subtloor perpendicular to joists with joints Weight: 6 psf staggered. Fire Test: UL R2717-35, 10-21-64. PROPRIETARY GYPSUM BOARD LIL Design 1_505; American Gypsum Company 5/8"FIREBLOC TYPE C ULC Design M503 Celotex Corporation S/B"FI-ROK PLU STM Continental Gypsum 5/a"MoreRocO FireBarO Type C (CGTC-C) G-P Gypsum 5/s"GyProcP Fireguard&C James Hardie Gypsum 5/B"Hardiroc"Brand Max"C"Tm Gypsum Panels Lafarge Gypsum s/9" FirecheclO Type C National Gypsum Company sle"Gold Bonclo FIRE-SHIELD GTm Gypsum Wallboard Temple-Inland Forest Products Corporation 5/9"TG-C Westroc Industries Limited s/s"Westroc Fireboard TM C 114 t Contact the manufacturer for more detailed information on proprietary products. GA-600-2000 00 C? 3q 0 -1 L CLOSE FIRE 00 22'-1 Oil 5'-0" 2568 8'-10" 5068 ;;�l 61-811 4'-3 1/2" (VERIFY R.O.) C? BACK BAR COOLER 7- 4'-10" T=1 171-Olf cy') 42"WALL -F1 UNDER B R U NDERBAR GLASS R K LiOUOR DISP. Ln 1 9 -1 9L 2 I- —\> ?: I I L 0 LLJ CPO ,, 3 "1 z x 0 /1= — 11 111 11 � 0 q— I ::: I c\j bu c\j ................ 171-011 CD Lu New co C) 5 c\j DOOR w '7 35 PEOPLE sq ft. Lo U- Ex iT ID&� 1E C c\j c\j --- ------------------- 0 —n _0 0 cr) cy) U-- x x 2trxI4oE 0 rn x CD 9 IL 0 Co A AD 0 Dn X1 -Z 31 Oil o Lz V 0 45 C\d EXISTING ,,o 00 30"X42' CD �D Lu STAIRS DOWN CC co co �-)VVINI Z- 7 14 EXISTING 7540 PIC EXISTING 7540 PIC -1 EXISTING 7540 PIC EXISTING 7540 PIC - --9� 31-3 11 - < 31-011 -:2 71-51 21-4" 31-011 7'-5 1/2" - 43f-711 - c,4 KOKOPELLIS BAR TOP FLOOR SCALE 1/4"=1 '0" Z-11 4-67 t2w K; Irolrore))z! C-,r ,// cn CO 7 w w cc < <X -n:)W as 1w -e ),.e W4 , z- LO to U- 7 w w Uj LWLJ :xmm U)a)U) :8 8 8 C*4 N 7 0 CO co �f-,P -C K APle 7 1Y, I.- w V,---- 0 WA ie-3 ,fk,-e se.I o 1"o (f '/(Yl 7 'e v- "t 6o p *e--c VA. U/v, NAILL 17 y 0 ri)co u W LLJ cr cc < <cr 3 M M LU to Lf)LL I I I - 05EEE w, J Lu w w �-Xxx )co co 0 7-4—xvp ?8 8 x co co V) 22 yo -:�4 C. eu 'Wall )OW I LLJ LU a: a: < < =D=)LU LO 4)U- I I I rn U)cn �-IL�- I LU Uj I LU III LU U) U) co 8 8 8 N N 100 CQ 9 9 co co 7-- U)C/) I W LIJ cr cc LU Lo Lo =7 W LLJ W J Lij W w :x m T- )V) co co 1) 8 8 8 �/ ,/ (�7, CD i N cq 1 9 9 LU a )U) U) "40 J Ljj LIJ <cc =3 UJ Y(3 _3 0 e- )(1) -j ) U.) U.)CL if I I I )p rj) U) I LU L / J LIJ 1p'l-19e,V, vu deg v X U) U) (f) 1) 888 r- 0,11 C%l co 9 co Cl) C0 w de 0 he' Vf�' 1,e�, le IV ee ,f2 7- 7" Lateral Panel Plywood or OSB Shear Walls (2012 IBC) [Continuity must be created from foundation to lateral panels] Maximum Lateral = 340 PLIF (D 1 7/16 OSB (PS2) or CDX Plywood (PS1) W/all edges blocked W/8d common nails at�4" o.c. edges and 12" o.c. field W/'/2"xl 0" bolts @ 24",o.c. with code washers Or Y2"x5" Titen HID Concrete Screws 24" o.c. with code washers 15024LP 12" —24" 1 2 24" SPLASH 72" SPLASH 24" 1 2A—24 12" Li (I H.I�C -j (� f 3"� + +D 8 9 60" 79" 0..- --7 EQ U I P M E N T S C HE D Ut- E item No lQtylModel Number Equipment Category Manufacturer 1 1 1 121-1 C LINDERBAR HANDSINK KROWNE METAL 2 1 1 118-GSB3 UNDERBAR GLASS RACK KROWNE METAL 3 1 1 118-128D UNDERBAR BLENDER STATION KR-OWNE METAL c> c-IF t 4 1 1 118-24-7 UNDERBAR ICE CHEST KROWNE METAL 4 5 6 Ma RC KRC KR( KR( 4.1 1 1 IS-24 UNDERBAR SPEED RAJL KROWNE METAL 5 1 1 118-63C LINDERBAR SINK KROWNE MErAL 6 1 1 118-24-7 UNDERBAR ICE CHEST KROWNE METAL 161 c>aAr 6.1 1 1 IS-24 LINDERBAR SPEED RAIL KROWNE METAL 7 1 LINDERBAR BLENDER STATIO14 KROWNE METAL 8 1 18-GSB3 UNDERBAR GLASS RACK KROWNE METAL 9 9 1 21-IC LINDERBAR HANDSINK KROWNE METAL I-kc) 10 1_SD-6-01- BACK BAR COOLER KROWNE METAL -AJR 1 DD78-1-B DISPENSER, BEER BEVERAGE ME 12 1_SD60R IBACK BAR COOLER KROWNE rAL �i3V Krowne Meta I Corp PROJECT: ROYAL SERIES DEALER: M 1800 [32100 OLYMPIC RESTAURANT EQUIPMENT '40f 100 Haui Road KOKOPELLI 4 Wayne,NJ 07470 SCALE: 3/8" DATE:05.0�.2015 JOB N: 1 OF 1 STANDARD SERIES _j 800-631-0442 [1 1800 [12100 "We Raise the Bar" www.krowne.com UPSTAIRS BAR -APPROVAL F, lu� lu— r___11 Li_,j 35' 'it 30" ..... .... U, 601, 60" 1% 36" 36" PROJECT.' RO YAL SERIES DEALER: Krowne Metal Corp 0 1800 [32100 OLYMPIC RESTAURANT EQUIPMENT 100 Haul Road KOKOPELLI Wayne,NJ 07470 SCALE: 3/8"=V-D" DATE:05.06.2015 JOB#: 1 OF 1 800-631-0442 STANDARD SERIES — I I I "We Raise the Bar" www.krowne.com -UPSTAIRS BAR [1 1800 [32100 APPROVAL: 00 Ly UN C:) (Y) CU �O 0) 1 M -S L N CC) -P in m "��—Exlstlng Bathroom Door 4- U, not an exit Existing waUs CD New Fire Door 5-- �\D with crash loars Poured in p(ace 0 C M to existing reinf orced U Ld restaurant concrete (90 Min.) CD 0 Existing North Wal,( Relnf orced Concrete New windows & inside framing. 0-1 New 2 Hr. f ramed �,D -T- watt with m CC) Fire door bm=mOTIM t=8 With Crash Bars n ling C (9 0 M i n.) +> +> Ul P Roof Drain 0 0) CL Cl LLJ Existing Outside watt 0 0 -P =L'U reinforced concrete -Y M L with winclows 0 CD 0 op C- H". ScaLe, \A 1/4'=1' 32/-5/1 WAS1,1, Job 15024FP Datel North End West Upper F � oor May, 2015 Sheet 39 144 '�'C/ST /n-NAL '13 �oF 6 Roof System 00 Cll CD CO (U "D I L N OD New WIndow New Window 0) U-) M Qj "q- _s; GD 0) �,O < U Ld '-4'J-7'-6--L3'-1-7'-6' r I- 1-31-4#— -P (U r C) Floor System -P CD 0 Concrete Openings ,D 00 Roof System -P �i: [AIX COX +> L 5x3-1/2xj (Typ, 16) L =- I +> Ul 0 L C -9� New Wlndow New Window 0 Qj CDX CDX C�nx L C)) LL- Oj -i� a Ld 1/4 V(Typ.)/, 0 ' I -Y (,) 0 CD 0 F---i \Z (U CL CDX CDX Floor System H. Scalei WA Job 115024EU Datei M o.y, 2 015 Sheet Ang�e Iron Framing 14439 112' CDX Plywood (CCA 0.60) O/STE?,��.. 3 /(0)NA �Of /--R e�vl s I o n�s, , 00 (ill. CD (Y) ()J ,D I (Y) (IJ 00 Lr) M Ul Concrete 0 C m U L L 5 x 3 - 1 / 2 ' x ( t y p, 16 ) WaU 8 ' L i 2 ei CJ z- 0) 0 for through bo � ts 6— -P C:) 0 (L �—/A Ln cu Section A-A 00 +> GJ V( T y P, )N LD 0 0 -P -Y L 0 CD 0 7 / CD ��z Ou CL -P tei H, SCOL WA 112'=l' Ang � e Iron Framing Job, 15024Steet Ilatel May, 2015 Sheet .144 /STVR 4 N-AL �of 6 Revisionsi B Botts Olt CO —Angle Detai( 0`1 CD M 0) '�O B M (�j CO CDX in Oj km W CD C: 0) "0 < F f raming 0 C M F7 U LLJ GWB Q) OJ < -3: -P CD 0 WoM Section From Top Detal �'x5' Titan HD (4) �'x5' Titan HD (4) Notesi (Y) �'x12' Galvanized through loolts �'x5' Titan HD (4) 00 (24 total) Titan HD have code washers. ON �'xl[2' Gatv. through bolts go through Angle, Concrete Angle, and OSB plus code washer, +-> Roof System 0 0 LL- C: New Window New Window Oj � < -�3 Cl LL-j bolts with code washers looth sides -- 0 +> connecting panels, (typical, 12 places) --Y M L 0 CD 0 �z Ou 0- Q) U Scale, Q� 1/4" < H. '�'x5' Titer) HD ±A S7�, W (10 under windows) Job, Floor System 15024EL12 (plus 2 central) Date: May, 2015 Sheet 144 Inside WaU Pane�s /0NAL 5 �of 6 —Re v I s I o n s,-**'\ -1 2'-10.5' 1-. 1-7'-5.0'-1 2'-2.0' 7'-5.0'—1 2'-10.5' 1- Panel, Naiting, 8d nails @ 4' o.c, 00 U� —L- LDY�- L- LU.&- AU edges blocked m W/ h'xl2' botts @ 24' o.c. CD CO 0) OJ ,D with code washers I M Or J'x5' Titen HD Oj co Edge of Window Une 4--1 a) LO f-DX C D X CDX Concrete Screws @ 24' 5 0) "4- o.c, with code washers Ul -S; GD CDX Layer Is attached to 0 C m co wal.l. framing through OSB U L.L.1 with 8d nalLs at 12' o.c, This layer acts as furring and concrete U� C DX C DX contact tayer, (U Watt may have electricaL, plumbing, and InsuLation < bef ore GWB type X on -P inside, CD L 0 2nol (ayer on pane( s ( ayer against concrete 1/2' CDX Mywooc/,l (CCA 0.60) 0.-1 m 2'— T-5,0' 7'-5.0'—1 1�3'-4.0'—i - 4- F- -.11 c:i 0 OSB IISB O: B L �0 0 -P -Y m L 0 CD 0 CL �z CU CL f< -P OSB OS] C 41 -LU �U U Scale, 5.5' 5.5' 5.5' 5.5' (DV WA S- P Jobs 15024PcLnets Date: May, 2015 Sheet Ist �ayer on pane( s 2x4 f raming 24 ' o.c, --14439 7 /16' EISB or P( ywood - (PS2 or PSI) G/STE?l CD 0NAL , - 1 \,,,.