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HomeMy WebLinkAbout1219 MONTEREY_BLDG-1668-2018CITY O F -lo l l sAn Luis OBIsP o C A L I F O R N I A Building & Safety Division - 919 Palm Street - San Luis Obispo, CA 93401-3218 Project Address: 1219 Monterey St Unit or Suite(s): Project Description: EXTERIOR & INTERIOR TENANT IMPROVEMENT FOR VOLVO DEALERSHIP Architect: CLINTON IWANICHA ARCHITECTURE Mobile: (805) 459-2849 Contractor: David Zuvic Construction David Zuvic Business: (805) 235-5027 License Type: California State Contractor License Owner: GARRIS BRIAN D FAMILY TRUST JR 1) Mobile: (805) 459-4174 Tenant: BRENT SMITH Home: (805) 340-3244 Smith Volvo, Inc BUILDING PERMIT Alt/Addition - Commercial BLDG-1668-2018 Issuance Date: 6/26/2019 Assessor's Parcel Number: 002-331-001 Legal Description: License Number: 774039 Classification: B - General Building Contractor Fire Sprinklers: Not Provided Stories 1.00 Code Year: 2016 Dwelling Units: Motel Rooms: Census: Construction Type: V-B Occupancy: Business, professional offices (B) Dimensions Valuation Category: SOFT: Group Type Sq. Ft Factor Valuation Manual $140,000.00 Fees Fee Name Fee Amount Non -Single Family Residential -ENG $280.11 C&D Recycling - UTIL $64.23 Commercial Access Upgrade - Site work - BLDG $1,155.40 IT Surcharge $211.62 Green Building Fee $6.00 Store Front / Facade Alterations: Minor - BLDG $984.50 Consolidated Inspection Fees $2,184.15 SMIP (Commercial) $39.00 Consolidated Plan Check Fees $2,677.55 Rev of Mitigation Measures, Cond, and TIF's - PW $222.48 Non -Single Family Residential Final Insp - ENG $140.05 Building Plan Rev - Commercial - Minor $266.94 Total Fees: $8,232.03 Date 6/26/19 6/26/19 Payments Receipt # Amount 22,346-06-26-2019 22,347-06-26-2019 Total Paid $2,677.55 $5,554.48 $8,232.03 Plan Check Account Payment by Contact Contact Name Account Name Status Total Credits Total Debits Account Balance Smith Volvo, Inc BLDG-1668-2018 in use $2,677.55 $2,677.55 $0.00 Total Account Balance: $2,677.55 $2,677.55 $0.00 Balance Due: $0.00 Legal Declarations #2 IDENTIFY WHO WILL PERFORM THE WORK 2a _ CALIFORNIA LICENSED CONTRACTOR'S DECLARATION 1 hcrnhv affirm under penalty of norinnr that 1 om lirwnecrf nnricr nmvficinnc of Chnntar Q commencing with Section 7000 of Division 3 of the Business and Professions Code, and my license is in full force and effect. I am exempt from licensure under the Contractors' State license Law for the following reason: NO EXEMPT REASON GIVEN #3 IDENTIFY WORKERS' COMPENSTATION COVERAGE AND LENDING AGENCY WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to $100,000, in addition to the cost of compensation, damages as provided for in section 3706 of the labor code, interest, and attorneys fees. 3a -WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: #4 DECLARATION BY CONSTRUCTION PERMIT APPLICANT By my signature below, I certify each of the following: I am a CA Licensed Contractor. e G Signature of ContracIM,Authorized Agent or Owner June 26, 2019 Date Building & Safety Division Community Development T805.781.7180 919 Palm Street, San Luis Obispo, CA 93401-3218 F 805.781.7182 Request for Design Revision & Deferred Submittal to City Approved Plans Pro ect Address: 1219 monterey street (BLDG-1668-2018) Contact Person: Clinton Iwanicha, Architect Phone- 805-459-2849 p Plan Revision ❑ Truss Calculations ❑ Shop Drawings ❑ Fire sprinkler ❑ Fire Alarm ❑ Other Revision fee required at time of submittal. If adding square feet, please submit a Construction Permit Application, not a Revision. Provide a detailed description of all proposed changes list all changes separately): 1. An electrical service upgrade is being processed through PG&E. New 400A, 120/240V single phase 3W Nema 3R series meter main rated at 22KAIC 2. 3. 4. Proposed Changes Submitted By: Clinton Iwa � ha, Architect Phone: 805-459-2849 Date: 02.19.20 OFFICE USE ONLY Application Number: 6 # Plans # Energy Date: # Structural Calcs # Soils Reports Received B # Specs # Truss Calcs Other: Revised 2014 „ Building & Safety Division Construction Permit Application Community Development 7-- T 805.781.7180 919 Palm Street, San Luis Obispo, CA 93401-324$: ; : , ' "j F 805.781.7182 #1 IDENTIFY YOUR BUILDING PROJECT i I Property Address: 1219 Monterey street L I it % 2nifq Assessor's Parcel # 002 _ 331 _ 001 Property Owner: Brian Garris et al Owner's Mailing Address: OLicensed Design Professional In Responsible Charge or ❑Non -Licensed Designer (when allowed by statutes): Name: Clinton Iwanicha, Architect License No. C30531 Address: 2456 Hemlock ave, Morro Bay CA 93442 Phone: 805-459-2849 Description of work: exterior and interior tenant improvement, includes plumbing, electrical and mechanical Dwelling Units: 0 Occupancy Group: B Floor Area (Sq. Ft): Living Const Type V-B Fire Sprinklers no Project Value $ 140,000 Garage Deck Other Permit Types Required: ❑✓ Building [Z]Mechanical ❑✓ Electrical OPlumbing ❑Grading-C.Y [Z]Demolition Select Plan Check Consultant: ❑CCC ❑WILLDAN ❑BUREAU VERITAS IDENTIFY WHO WILL PERFORM THE WORK (Select and Complete elther2a or2b) 2a —CALIFORNIA LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 commencing with Section 7000 of Division 3 of the Business and Professions Code, and my license is in full force and effect. Contractor Name: 0AV' D z `"V1 C c o. yE' UC7 cif/ License Class License No. 3 % ❑ 2b—OWNER-BUILDER'S DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the reason(s) indicated below by the checkmark(s) I have placed next to the applicable item(s) (Section 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors' State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt from licensure and the basis for the alleged exemption. An violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): �I, as owner of the property, or my employees with wages as their sole compensation, will do Dail of or❑portions of the work, and the structure is not intended or offered for sale. (Section 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who, through employees' or personal effort, builds or improves the property, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the Owner -Builder will have the burden of proving that it was not built or improved for the purpose of sale) ❑ I, as owner of the property, am exclusively contracting with licensed Contractors to construct the project (Section 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a licensed Contractor pursuant to the Contractors' State License Law). ❑ 1 am exempt from licensure under the Contractors' State License Law for the following reason: By my signature below I acknowledge that, except for my personal residence in which I must have resided for at least one year prior to completion of the improvements covered by this permit, I cannot legally sell a structure that I have built as an owner -builder if it has not been constructed in its entirety by licensed contractors. I understand that a copy of the applicable law is available upon request or at hItL)./Avww.leginfo.ca.gov/colaw.htnil. #3 IDENTIFY WORKERS' COMPENSTATION COVERAGE AND LENDING AGENCY (Complete 3a and 3b) WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to $100,000, in addition to the cost of compensation, damages as provided for in section 3706 of the labor code, interest, and attorney's fees. 3a -WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑I have and will maintain a certificate of consent to self -insure for workers' compensation, Issued by the Director of Industrial Relations "5cich vided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Policy No. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy No Expiration Date Phone ❑ I certify that, In the performance of the work for which this permit Is Issued, 1 shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. b - CONSTRUCTION LENDING AGENCY DECLARATION I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Section 3097, Civil Code) as follows: Lender's Name and Address n/a #4 DECLARATION BY CONSTRUCTION PERMIT APPLICANT By my sigpeture below, I certify each of the following: I am a California licensed contractor or❑the property owner* or0authorized to act on the property owner's behalf"'. I h e read this permit application and the information I have provided is correct. I agree to c ply with applicable city and county ordinances and state laws relating to building construction- I authorize re resentatives of this city or county to ent t e above -identified property for inspection purposes. This permit is to be issued in the name of the�Llcensed Contractor or❑the Pro wrier as the permit holder of record who will be responsible and liable for the construction. Print Name Clinton Iwanicha, Architect Signature _ ate 07.26.18 'requires separate verification form "requires separate authorization form APPLICATION # 6 Revised 2014 DHv,v zili/rc 29��C� 96(p 210 JUG 26? y E2.--i " B o `� CD 0 cJ0 �-'' .,, o c m ` = C CD CD r. a — CAD � n H p G [D ri C�'.. N o CD (D �.n 0 �'w; O c r O O ol - `r R w CD CD Gq cD �- = — a -n — J 20 CA I L �y l , C Z � N r �- rw ve LOA a a> n � C � Z Oc z d n CD ro w Hy ..y C� A M A� c o � � O ro fb r' S A Is eD A P'r A� Q0 u� `t et et ft o � � O I O D _. �I m �O k e� y. A J 41 z � a o n N z �' 2 N 1 C V 0 w m to O a a c m y p m I Q Y t � a m oa O y m � CD CD o C)et r" n = O O CL cm N O x A C t tj A CD r d � i i A r EO c y BUILDING ENERGY ANALYSIS REPORT PROJECT: Smith Volvo 1219 Monterey Street San Luis Obispo, CA 93401 Project Designer: 2456 Hemlock Ave. Morro Bay, CA 93442 805.459.2849 Report Prepared by: F 'UG 17 2018 JVA Mechanical Engineering g- Ill0 ,he j0 U042101A AUe 'jo It, oid,fr up a ; 01 Ina` asu00 aq APPROVED i;z,puce r,,. olin8 aui tdoljuogc. aq 1, .. 11eys suelc 081L-APR 03 2019 3N0 S36411 !"Number: OdS18G i .� i< 18J20 BUILDING DIVISION M CITY OF SAN LUIS OBISPO 1� _10 O0 Date: 8/2/2018 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2016 Building Energy Efficiency Standards. This program developed by EnergySoft Software — www.energysoft.com. TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Form PRF-01-E Certificate of Compliance 3 Form ENV-MM Envelope Mandatory Measures 23 EnergyPro 7.2 by Energysoft Job Number: ID: M18J20 User Number: 4543 -I :O O '7 JO A 5-0 n0 i j v+ (A O — ro O 0. o c rorL a v no 3 °.' 0WW P1 'ro0 0 0 m m N �'�' Oq f� T O N `+ ro o O 0 Z 2 .^. = mrm r 0 w n 0 7 N n (IQ ro Z o c 3 iD N N n O m m r O N D � A w m C. A Ol O a � G v z m z v. < vi AV(Di 047�p N O� O W ONi N W 00 to IA-+ I lLn O O 01 C W v r m 0 Z c 0 1� WMI O X- N W � O C C � 1 A I+ n 00 Fes J V N tD 00 t0 w A A i0 A 0 J V A 0 0 3 7 N 3 01 W 3 N O N N O V co ID W V to V ID 7 m m ro S d pa g 3 Q 00 O O O O lWJ1 O V O O w O w A OD W C D v m v+ A w N r O n o oCD °°° D w xt u C n v O O 7 �D Gl n N O r 0. O O_ O O m * o a r.; m ° Z T vo = ro -n _ N Z Cr T_ O T 0 O O 0 D 70 ro D M 3 o n O d fD 0 ro N In V W N w ? A o r c O c a 0 A W N N CO lO 00 c ro C G O v c. v an ro d a n N ^O ro (A ro 0 O y C (D n x- 00 m O . 7 d oz x ? 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T T T G1 T -n n 00 N ID , A e rn O n^i O m = -m.. -mi, of rf O m .p 7 Q" -t m 00 m 00 m OC m Om0 m J z 'D 1 -0 D O o0 M a - , - - X X 0 o � � m c D m Q v, N D ' G IDO D (D '0 N O N Z C ^7 Jm in Q m CC ccc 00 . rD rf O_ (D (D (D H rn D m Q- v1+ N < < LAQ o o 0 0 0 S iD O_ � ° 1 O rD m'. n „ m o w O m l/7 Q 7 n O m 7 V o m a � �a @ m 0 3 o m 0� 3 a o o E o -n o o '» n o o 3 0 m O 0_ A Z G 00 {/1 7 C o- 3 _ ... _ A 3 Z -0 A d � 7 Z M n I OA N A O 3 3 a O -0 -0 3 O O m m d' O C a a 3 O v+ m X N 3 S D O O (D (D O o' m m w Ol 7 c O O; G v O 1p W O r n z o c n (D 0 A y 0 0 m M ro N Q m N v c a y o ^. c o- as n. O (n N x X N O 0000 A m .O O m 0 R z it n =o z T 0 m 0 N N 00 in w 0 N w ro O 4 61 (D m d ro d N C) 00 0 00 N N O rn O r O O z cl ? O O o p o C- c U D � C f.i °1 D M Ln 'O O. ^ C 00to x O Ln 4A 1 A D M 0 o ro n d 2. w 00 � O ro to m 3 T 0 Ln 2 3 el ro z D (A � w A f1 O o c O1 z .. O A v o Z ro -y N 3 D y' 7 = K w ❑ ssed 03 ❑ I1e� CL O D A c m 4A c p � � T a o A s C D w a w O rArrn G)at D D a z ti nr 00 F 00 m 3 m 3 rn O1 ro ao c 3 D c m c m oo 0 O O O N Q O 0 n V A O A y y� A Ol N Ol � 0 0 0 d z D 3 A a Q a ro 3 00 S n w o w o d< N C � ro O D D D D d °i C 0 A O C N C QYW C C C 71 T �' n -n T T� C) Q n a ram^. r) p V O O O 0 4, V O O O O w T O T h+ A d In 00 N O O 1 1A1 I D D D m sniell p ❑ ❑ ❑ ❑ ssed 3 _; Fo ❑ ❑ ❑ Fl!,j c rN0 rD z z C) (i v m z m D 0 3 O m a 3 c 0 z O 0 n - "^ m m z N m d= O ro ,r z V1 rm o_ z d m C 3 r ro � � D ro 1 w T a O d Q n O d N D ro ro CL N ¢ O/ ro O o � a c m ro ro z =' ^y T n 7 W � 0/ 7 i C G. .roi O a 3 ka � 3 c c � 3 ro •+ O a � N ro d � A N C 00 O N 1 O A 0@ O c m f+ 0 $ 0, G CA D [sn4ell �o ❑ ssed a ElI1ei m m v 0 A m 0 R V) w 7 Q_ W Q m G1 c p1 v r N O N m A O m N m A n C 0 W (D ro -o ro r � A (0 N O o N ,� O d c d a 3 m a'co a o d m T O ^ (p � V N V 7 4A W 7 a ►� 00 <e D o N Z obi d �+ ,jo O t; = V N N ° Z zsn3e3S A ❑ Ssed 0 3 ❑ I1ej m a N 9 ro m n m 0 d ro � y D S2o ro a W m °' r, m to o p ° Z a r [1 v' go 3 13D m N N X X W W = 'O -0'C C C Q D d y N D 7 CU 1D N m m � 10 Z n On in c1 V? 3 N 3 N 3 V1 3 N 3 Li 3 3 A en (n ro m (o (c 3 X Ni w n o 0 n M s r r p A r r N r < r�D m � D O O 0 d n W r O O A QQ�� A C V � o; -• rn °1 7 O � �+ 20 3 0 �° o ' °i o 7 0 0 0 0 0 m 3 7 O y� is O c n O O O O O O �_ V v Q ^ G a a' ro 1 0 F - - -O d 7 N N t0 O O Ln pp Un pp W K n C 10 O OD N O' Z m m N -- N A ttn N � N a) m m m m 11 mC) m 6 m D D A z ° O 00 C 00 m N A N A 7 m 0 O O O 0 0 O O ID t0 _ = D D N b N b TI T Z Z m m d 00 0o D D do o tn ° O O O O c > r 1--a _.�R z Z N ID A to a O O �n N 00 7 cm Z F+ 0 N Z Z m m Z Z Ss�3eIS N ❑ ❑ ❑ ❑ ❑ ❑ SSed 7 ❑ ❑ ❑ ❑ ❑ ❑ !1ej c 0 -0 _0 3 ° 3 � n m rt A Z Q 3 N ((D fD O v m rn r N X IV 3 7 Daj o O N ry O O N 7 „t r% tN 7 0 o- v O w ui O r n Z a � � n rY -M ro O T Z 0, v o 3 (D (y 3 m r b r N ou W O m O to S 0 N C N a D O � C v oa r N rn X N O 00 (D 0 A G) ro ro i m 0_ w N O r+ 00 00 N N 0 a, 000 0 jo C m Z O) N ro T A 0 CD � N oiE c -1 m 0 m 7 N O0 O z 01 FA Z m 2 ro 0 0 m m N F x x ? N 0 � 3 m O TI m O O a z::t O ro z� ro m z N N 0 Z LAN 0 MM'o z 0m010 Z ro d = O o 0 = O c ro D D ^� d W 0 -1 u�i-1 0< 3 3 � A m 3 3< o 0 O A m .t O A .0 m 0 0 3 0 3 v ` m _ m so+ N O IJ ❑ ❑ ❑ ❑ ❑ ssed o 7 3 PLIA N Z ro N m C O 7 O 0 ro 1 o °o Z a 0 3 A m 70 O �p O O N N 3 C D N N D a z ro 00 w O O T m 0 0 0 0 3 3 LA C O O O O 00 0 o P. v 'i v D 0 0 0 o W 0 0 0 0 S e 0 0 d 0 0 0 0 w a�i cu w A o C m C m C m C m D D D D 3 D D D D b z z z z S C A � D D D H ro D A z z z z O 0 0 m N 0 o `Q1 D D 7 of 7 ai O N N ,p �p O 7 w � A d m V v m ❑ ❑ ❑ ❑ ssed ❑ ❑ 0 ❑ wa a m ro all 0' ro TI O � � 3 0 0 ro. ro. n n 01 D Z 0 O_ d m a 3 N ro o .0 ro m I- X N N w 3 D 0 0 CD '�' `o ~ K O N i0 ro N c O c 0 0 (D w p 0 A Z of � � n T fu ro 0 Z O O mom ro N � co m 0 o s A D a ^. c p' 00 Q O x N 0 00 ro v 0 rho 0 N O F-• 07 i0 90 O N I-+ N O o, 0 00 N m m m p C F 9 W c ro O O d 3 ro W O z C D fl C a a D a r' ri 'r n n <V 2 S a H N 0 � C 7 00 a 0 0 0 0 0 m �a d c �o a� a o, eo � o A r aro O d A O O O N 2 �D D � F+ C z Q a N 0 3 N y� z Z Z Z d D D D m M. O � G C N yn ign F+ z z z z r p O O O O 7 ro 7 ro D ro 7 ro r! p 7 4�b 0 p H 2 z z z c ❑❑❑❑ ssed S 7 M 1 3 ❑ ❑ ❑ 11 Iles o. p Dn -0 -0 A 3 O a O n. C n D D Z d 3 ro D m N m z o a O z c � a Z ''' O N N y r� X N m D c o CD 1 _' ro o � ro ro N 7 C H Q a O tD W O m .c c '0 N a ro c c z n -n O! `o' Z o a v N m m 3 ro z O 00 N ro 2 to 1 0 D A D N O O 0 N n a' C On ((DD O_ O cnN X' 0 00 M ssed Q 0 3 3 m Ilej a A 0 3 a CI m m 0 m 1 7 -I W -I N1 � VI -I VI =r A ? W ? N ? t+ (A n LA A Ln A L-, A O !4 < ^ < n < 'o O m m o 3 m A o m o O m o o o m o m m z O p n my z O p n m z O V p n m z O M p A ul C v H C -aH C H C 3 3 3 3 I I 1 I W O O M O 3 n �- X C 70 0 0 m D r O CA .D D c 3 CA = Z N �' D GI m N 14� g is w+ 0 A A O O l� t0 z v O O X r) O Z a z m v N W O w A S p o ro C, m m Z CD0 oLnm O O W c O O � ►+ A N a O a '" M o � Z 0 3 L m O rmm. o a z N m r_ o 'n S a o Z N It b O- N m A W ?+ Z W W O Orm D r nm� z m O Ln m m N z G/ �1 m GO In N r' 00 to V y K W T vs w N r-1 v 3 m 0 m D ' G 0 3 ao H 0 � m Q 7 O O C. A O �^ O m O. i! N D m of A d it n 90 o O o a vo a o o n C O d 3 o D a o i 7 O O O .m► N O O_ d N ❑ ❑ ❑ ssed o w pej o _0 v 3 0 0 a � � a w m 0 3 (AN fD O N v m X N N D o 0 _+ m 0 o 0 < `N M LA r c O ? 0 0 lD A 0 N z C n CD T � � m = T z � m an 3 m N m N N C -Oq C O a uo F+ O � N X N O w C m Z m '1 G;atA c O rn m T (A 1 O -Q 2 (n (n m c 0 o-o m r- o ia 3 a d O m o D n °* s O ro a ro A 3 D a Z r 2 R'c r O m S O d O ro Q 7 CC G �' O 1n 7 7 3 04 n 7 00 W ro r � .Nr d a d 3a AOD w C p W 7 N :i A .Q 0 �a 0 _ 3 ro G tD � Q1 I tD N N C C W QD to A ' ' U1 W In v N_ 3 H w o w o y+ 0 3 3 N 7 a d In V1 F+ A 3a ►+ i.+ ja �.I y N 7 N ie fD O O v, (n N w 3 a in in -t co c ro0 �04 7 A ON W in W Qo c c C Z o T 7 0 p a Z = r n c N a O ro 3 m a CL c* N O 90 O 90 O co N O Ql Q a n D n z a n D n 7o a n D n a — s � — O � r: a o m :" a o m s ,; a o 3 ro n m m 0 o n ° a ° v ° a w N �+ °— 3 c 4 m co p N N '� T Z m :< 7 d m 6_ _ CO _ a _ a N N D D m N v m A N v N rn O w !A w v 3? n T fD �, o QT r^ N 'a D n'-ri o ID n a4 Ln N K > m N 6 O m D t N N n a w 3 w O O _° w w ° w 3 ' OG � S S O Z m n' w w rD 3 3 n n N m a w w C m Do �o m ,N Do Dl Da m — D m CD CL rmo m Z 3 N wz O m - Q w m O1 n 3 d S N o 0 � m 3 v 00 a i a o Do: o —� w d MQ m ro^m 3� a m"o fmO m 7 'n•� CND m vwi 3 C f^ 1 O 84 rD 3 no 0 a)m C O N= w r. w V7 °Ln w O m m m 3 � 0 .r > > a cLQ :� 3 m w w .. D -4 v m 10 0� � m 3 9m° D Dw0 c M p M o '^ m .r P7 w W. < 3 N w Z S 3 7 O Vi 3 1^ p n --Iv m n � 3 ' ° m N � Di w u w rrD m ? W O 3 fi V O_ •* -°+. �j In .r aj w G 3 ° m a O 0 m mm w 3 O n oD c" 0° ° 0 3 'CA m N C N `CD , m OW m 7 rD CD CL N m pj N N N 0 d w on 3 (D N ' m 7 3 O. Oro. .O mO twrCor NIC-r O ' vv a D dOL Ln M? 0)On LA M - °i CD N . wd Gy ' DO Na° O = O m m O = N O fP m — j m m 3 v d 3 Ln d 3 Q w N n p n w cx m 3 m 3 -i 3 cr m ^ o — m o 3 Z g =� .�. .�.fAH N tit 7 N N w O w CL v , m m m m a mm1 V fj w '* S n N S fl w o w m o @ - 3 o w lal Nr O w C C N DO N * r3r (D O (^ 0 rNO t4r u < n c 3 O ul m 3k m Yt m Yt O rD G F .3r 7 W O N V 7C ry � a m a o n m � 0 4A a CL N mm Xa N O N n'i m 3 N' _ o p rD w i N O 3 °_ C w 1^ S 3 w rr ° w 3 n ° o 0 a �. n2 aazi m a (A m m o+Ni a .. m X N V1 S D o 0 m rD rD < o 0 O CA m W w 7 c O E 0 ko w A O 53 2 � c n T w � CD = T w 0 fn 1 3 r� N N `D OQ N N F, O -{ A S N C L O CLob � O O% N X n O co N 0 0�1 z O 3 m O CD 3 Cl 0 0 3 3 tD (D A m 'a O Gl CD 3 m N m m o. o) N O 00 00 6 0 N N N O rn o 00 W m T O_ 2 m m N O. Si W N N Ul N W 4F b F+ m p D a >v •a a 0 O m 3 .�i Z 0 CC G 0 CC < G G O 7 A S rt S w' 3 O N m � C � N rt IV T z 0 N 0 A N N N N N N O O O O O O O — Fp Fp FP FP O �D O 3 S d an g w 3 fu 3 O 3 N A m 0 0 o O o o O D 0 0 i A O O O O O O O Gam/ N � 70 70 70 70 70 � C fQD ~' A 00 00 QO 00 00 00 00 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ssed O 3 m ❑LJ❑❑❑❑❑ 11e: a a D z o z Q VI c A w a r+ 0 d C 0 � L) y Z C 00 co N (L O 3 T rn Q) A m el m co _ 3 rn m Ell C C 00 0 0 O 0 0 3 N D an 1 O O D 0 0 0 a (1 a< !n a C "'• 0. �. 3 a p m OI G) 'a 3 < ° ri G> d '0 D 3 ° G'I IL 'O 3° C '� v < o H d O c m » a a m �- a C m C n m d G1 O II 3 3 n W= m n O, 3 0 3 W m S 3 3 n W= m n C o 0 0 CL,' Cu O N �. O_ Q S. a N O' A 7 N (y o r-- a 5 �_ N m a� '� d o o oo — 00 o O_ 3 0 3' ) ,0 �3 fl ' m 3 w cr N 3 �� N 0�A �? N 0v+� II II zZ0 •C _ _ N Ib O 0 G1 < 3 ° 3 m Gl m a m w o O t~O m Z 0 ? m VI ❑ ❑ ❑ ❑ ssed 0 3 3 ❑ ❑ ❑ ❑ a 0 ° 3 0 0 l n Oi rr m °i n V N O v 'O X N 3 to 3 OQ � 3- D o 0 m m O M_ < O N 3 •y m .mr 3 G N O tr -No 0 tD w A O N 5 on z � C n TI N m 0 'T y 0 O m m 4 3 m N QQ co 0 m 0 Ln � S N G O n C O a c' (7, N X N O N 00 n D O 3 a 3 o C) m m m a 0 m O A D LA N r W T O z z m p rT A o i 2 m c ' o O D O 3 m z N 3 m p f1 m z 1 m m0 '^ al 5 N rD ° W31SAS 9NnOOJ/9NLLV3H G 20 3 !� o z D z z z o o (WdJ) D D o0 0o MON HIV AHVWINd N91S3a � m z D_ x m (WjJ) MOId NIV A D D D WnWINIW ANVWINd N91S30 O a a z z z z N0113VNd MOId p, D D D D HIVANVWIHd WnWINIW o z z z z (Wd3) MOIL D D D D HIV 9NI1V3H WnWIXVW O1 Z n z z z z NOIDVNd MON D D D D HIV 9NINN WnWIXVW w (N/A)10a1N0J Jaa z z z z O v 3 0 n c N rn m ° 3 al W31SAS 1N3A °A° '-' ^' (Zil) V3NV a3NOURIN03 rLn 1j Z3; WjJ D D D D V3HV Had 1N3A'NIW N z r a' o m rn w 31d03d d0'wnN N91S3a N W W N uOSJa wd3 0 0 0 o NOS83d aid 1N3A'N1W p O O O O z 0 0 0 N (WA:)) MOId HIV 1N3A a.703N itr+ o OD r W dJ 0 0 0 co N MOId HIV 1N3A N91S30 D D D D D (Wd3) M01JNIV H33SNVN1 (N/A) Am z z z z z z z z (N/A)(u)b'OVT D D D D § polialul MopulM elgeaad0 ❑ ❑ ❑ ❑ ❑ Ssed o m ❑ ❑ ❑ ❑ ❑ Iled a z n n T 3 A v m D N Vf m 1 0 z 0 0 fD D m C �+ m 0 O m G1 61 < Gl N Ll GI m S r' 0 v vN G 7 N N Z ^ C v 0 0 0 v 0 v 0 c ►+ YI o N 0 m N W O W w a 3 p rA CL -fit a CL � 1 O 3 a z O o o .. N 70 A m z N 0 m 7 O 0 N A N N O O 0 O — 0 0 0 0 t•1 7 w 3 o z N d ^ � O N m O O O O Dc 41 p ;:p ;:r 0 r r r r 0 0 0 0 E v_+ 0 0 0 0 0 ❑ ❑ ❑ ❑ ssed c� 0 3 'mot 3 El ❑ ❑ ❑ lied c O 'v 3 'O m m O/ D z n 3 n m m m r to X N o 0 0 m o '.• m O � 0 o: v O w A 0 N ri z W. c c n "n pr m 0 T z a v 6 � � m 3 m � r v � � m N � r N c O M. c o 6 ao 0. o X N 0 w T N O s Gr c D m m z D r v 2 N m m v D G L on Q C G 0 n r m p w N , 3 c to m'p 0 3 Rf z m 7 W N j ..CA D I D CA w x x .� `D o Z n N A ? n 1 W Ili O N1 O O N A o c _ w m mT O � �p V J Dm d d H H m 0 3 N -n nl d a r� c �o z o < D 3 0 N w+ A N fu O y A c O W 3 a 0 0 D z r acme F. D 0 ❑ ssed 0 ❑ I1ej a A m X D c <tA O < D = z rQ 3 c w � rn D .p � A N 0 2 w A Z N 90 n iD d N N A " N jo w Nalr 0 3 cb O O —0 0 $ N o 00 N = V O d O O n � ID O1 lwJ1 QQ1 " C A S N 0 ❑ ❑ ssed o 3 ❑ ❑ I1ej a N : O o < <^ z a N E A O =4 N F+ N 0 o RO n 3 3 a fD c 3 3 3 a z v > > 3 3 N m 0 0 3 D v v 3 D m (D = = v v r Q a c z A v' E N w c 3 3 N = A 7o D D D w r o 0 O 0 a 4b r 1O � 0 sa V z z N n D D oo O � an n O D D 0 0 O 3 N A A N Ln N t%) w O 7 O < rj Q 7 A (D A z 41 0 oo m 3 3 A " N N w � 0 0 O 0 O 0 a, z z z z 3 V D D D D 3 ... z z z z D D D D p 3 O O Z D Z D o o = n D D ❑ ❑ " m � N ❑ ❑ ❑ ❑ 0 r' ❑ ❑ ❑ ❑ ssed o �-A o A ❑ ❑ ❑ ❑ I1ej c O_0 3 O O a fD mnIq fu 0 n 3 n vroi � O n m XN 1 3 o 0 m ^ < � A O o L" A r� LA O cr v 0 a A 0 3 a z T GI -0 A O T d z O o v , m m_. 3 m N o�MID `o L m O V pj � c A D O n c Q' OU a o X ` O 00 m 0 0 O R � D v, z v O 0 0 ^ z z p 0 D O 70 z m r_ G'1 x d z ci O z O r n m m v H D ea. m a M1I a_ 0 3 z n e� 6 N rn w+ N A O o+ z A A m TI a b a —I rA N m Q O z a v 0 m z 0 D v m D I_nm Ln m O _ CD-6 m.0 M G1 o m N cC. 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N ❑ ssed o 3 ElI1e� m a O -0 M 0 O O v � n n Da w m a 3 n � � 0 0 -o !n X N N N N zr 7 J D 0 0 < � o O < 7 LA N r� d C O O' v 0 1p w A O 5 z � c n T1 d 6 O T Z ' o m m 3 fu N co O ca N !,n N O --1 O C O a OQ cn N X N O W ENVELOPE MANDATORY MEASURES: NONRESIDENTIAL ENV-MM Project Name Date Smith Volvo 8/2/2018 DESCRIPTION Building Envelope Measures: §110.8(a): Installed insulating material shall have been certified by the manufacturer to comply with the California Quality Standards for insulating material, Title 20 Chapter 4, Article 3. §110.8(c): All Insulating Materials shall be installed in compliance with the flame spread rating and smoke density requirements of Sections 2602 and 707 of Title 24, Part 2. §110.8(g): Heated slab floors shall be insulated according to the requirements in Table 110.8-A. §110.7(a): All Exterior Joints and openings in the building that are observable sources of air leakage shall be caulked, gasketed, weatherstripped or otherwise sealed. Manufactured fenestration products and exterior doors shall have air infiltration rates not exceeding 0.3 cfm/ft.2 of §110.6(a): window area, 0.3 cfm/ft.2 of door area for residential doors, 0.3 cfm/ft.2 of door area for nonresidential single doors (swinging and sliding), and 1.0 cfm/ft.2 for nonresidential double doors (swinging). §110.6(a): Fenestration U-factor shall be rated in accordance with NFRC 100, or the applicable default U-factor. §110.6(a) : Fenestration SHGC shall be rated in accordance with NFRC 200, or NFRC 100 for site -built fenestration, or the applicable default SHGC. §110.6(b): Site Constructed Doors, Windows and Skylights shall be caulked between the unit and the building, and shall be weatherstripped (except for unframed glass doors and fire doors). The opaque portions of the roof/ceiling that separates conditioned spaces from unconditioned spaces or ambient air shall meet the applicable U-Factor requirements as follows: §120.7(a): Metal Building- The weighted average U-factor of the roof assembly shall not exceed 0.098. Wood Framed and Others- The weighted average U-factor of the roof assembly shall not exceed 0.075. The opaque portions of walls that separate conditioned spaces from unconditioned spaces or ambient air shall meet the applicable U-factor as follows: Metal Building- The weighted average U-factor of the wall assembly shall not exceed 0.113. Metal Framed- The weighted average U-factor of the wall assembly shall not exceed 0.151. Light Mass Walls- A 6 inch or greater Hollow Core Concrete Masonry Unit shall have a U-factor not to exceed 0.440. §120.7(b): Heavy Mass Walls- An 8 inch or greater Hollow Core Concrete Masonry Unit shall have a U-factor not to exceed 0.690. Wood Framed and Others- The weighted average U-factor of the wall assembly shall not exceed 0.110. Spandrel Panels and Opaque Curtain Wall- The weighted average U-factor of the spandrel panels and opaque curtain wall assembly shall not exceed 0.280. Demising Walls-. The opaque portions of framed demising walls shall meet the requirements of Item A or B below: A. Wood framed walls shall be insulated to meet a U-factor not greater than 0.099. B. Metal Framed walls shall be insulated to meet a U-factor not greater than 0.151, The opaque portions of floors and soffits that separate conditioned spaces from unconditioned spaces or ambient air shall meet the applicable U-Factor requirements as follows: §120.7(c): Raised Mass Floors- Shall have a minimum of 3 inches of lightweight concrete over a metal deck or the weighted average U-factor of the floor assembly shall not exceed 0.269. Other Floors -The weighted average U-factor of the floor assembly shall not exceed 0.071. t• - , City ojSan Lrir Obispo Building & Safety Division 919 Palm Sheet; San Luis Obispo, CA 93401 Stormwater - (905) 791-7530 Buih ing& Safet; Plan Review (805) 781-7181 WPCP PLAN FOR BUILDING PROJECTS LESS THAN 1 ACRE The following sections of the City Municipal Code, City Standard Specifications, Storm Water Management Regulations, 2010 Green Building Codes and Fish & Game Regulations shall be reviewed by the permittee, and the pemuttee shall receive approval of this Minor WPCP prior to the commencement of work on the site. Plan BMPs shall be implemented on site at all times and verified for compliance. Permittee is required to maintain a log of all routine inspections, cleanings, maintenance and repairs made to all BMPs on site at all times for review by any representative of the City upon request. Failure to adhere to the WPCP, State and Federal Regulations may result in a Notice of Violation and/or an Administrative Citation and/or a Stop Work Order issued until the site is in conformance with the requirements of this plan. APPLICABLE SPECIFICATIONS: San Luis Obispo Municipal Code Ci1X Specifications (Continued) • 8.04 Solid Waste Disposal • Section 1010B, Uniform Design Criteria — ■ Title 12 Streets, Sidewalks and Public Places Drainage and Erosion Control ■ 12.08 Urban Storm Water Quality • 19-1.07 Sawcutting Management and Discharge Control • 12.23 Creek Protection Ordinance ■ 13.08.130 Stormwater & unpolluted drainage ■ 15.04.010 All disturbed surfaces ■ 17.17.05 Neighborhood preservation City Specifications ■ Section 3-1.03A, Encroachment Permit ■ 4-1.07 Work Site Maintenance ■ 20.3 Erosion Control Storm Water Regulations ■ Federal Water Pollution Control Act (CWA) ■ California Construction Stormwater Permit • California Porter Cologne Act of 2002 ■ California Green Building Codes (Chp 4 5) • City of SLO WPCP Guide ■ City of SLO Construction BMP Guide • 6-1.03 Storage of Materials ■ Fish and Game Regulations: 1600, 1602, 5650, • Section 7-1.01G Water Pollution 5651 & 5652 Budding Regm1ations ■ J 103 J & J 103.2 — Grading permits required I agree to follow the requirements as set forth in this Guide (WPCP), the City of San Luis Obispo's Stormwater Management Plan, the State of California's General Construction Permit, 2010 California Green Building Codes (Chapters 4 & 5) the Federal Clean Water Act and all applicable specifications. In addition, I understand and agree to the following. (1) Dynamic Plan: additional BMPs, both temporary and permanent may be required during the course of the project at the discretion of the City Inspector(s) in order to ensure the protection of local water quality, (2) it is permittee's obligation to take additional corrective actions when required to protect local water quality, (3) failure to comply with all the requirements could cause the permit to be revoked; the issuance of a stop work order, a notice to comply, a notice of violation and/or a citation; (4) the doing of any work under this permit shall constitute an acceptance of the provisions of this permit and all attachments and documents referenced herein, (5) a copy of this signed approved Guide shall remain at the job site at all times available for review by any public official, and (6) overland flow storm water run-off & run-on ha bee adequately designed for & managed. � f d c�� �1 , Ct bl Applicant. Permit ##: Check One: ❑ Owner ❑ Contractor 1!)ZDesign Professional ❑ Legal Representative Signature: /Y-,dDate: D ` % �` ' • If you require assistance in completing this "Plan" please contact either (805) 781-7181 or (805) 781-7530. Notes: An * indicates a construction reference source specific to Stormwater BM?s. Please refer to the City's website for "B1YiP Descriptions for Minor Building Projects" handout. Use of this template plan is at the discretion of City personnel. OFFICE USE ONLY: Received By: Date: Approved By: Date: Denied: By: Date: Comments: PROJECT FEE SCHEDULE 2012: ❑ Minor - $261.00; ❑ Moderate - $1,643.00; ❑ Major - 3,484.00; Other. IWPCP Plan for Minor Building Pmjear 2012 (Rev. 2127112124111, 112112. 3118112, 3125112, 411112, 6116112) 4 of 4 City of San I rdr Obispo Building & Safety Division 919 Pabm Street,• San Lds Obispo, CA 93401 Stamwater - (805) 781-7530 Building& Safety Plan Review (805) 781-7181 SITE SCHEMATIC Required for all projects that include grading activities include a reasonable sketch depicting where all required and necessary BMPs shall be placed on and off site. Be sure to include: a directional arrow, slope directions reflecting after grading is complete, scale used, the location of all structures on site, the location of all waterways on and / or abutting the site, location of closest storm drain inlet, frontage and side streets and wild lands. Note additional requirements (i.e. erosion and grading plans, post construction stormwater device elements) may be required, so please refer to City Building staff for direction. WPCP Plan far Minor BuildingPmjeats 2012 (Rev. 2/27/ 12/24/ 11. 1 /2/ 12. 3/ 18/ 12. 3/25/ 12.4/ 1 / 12, 6/ 16/ 12) 3 of 4 City of San Luis Obispo Bwl&ng dam' Safety Division Storm aier - (905) 791-7530 919 Patin Street; San Lr& Obispo, CA 93401 BrdA#ngdr Safety Plan Review (805) 781-7181 WATER POLLUTION CONTROL PLAN (WPCP) ANTICIPATED BMPS NOTE: A "®" indicates mandatory BMPs for all projects. Good Housekeeping: Keep site clean & organized at all times. ❑ Pre -inventory BMPs: Develop a list all materials to be used on site to determine proper storage to avoid exposure to the elements as appropriate. ❑ Material stockpile BMPs ❑ Chemical storage BMPs ❑ Inclement weather — materials storage BMPs ® Impervious surface sweeping BWs ® Spill management & reporting BMPs. Waste Management Plan: All waste products must be containerized & cdve'red at all times. ® Waste management BMPs, ❑' Congrete,! :paint,- plastdr residue BMPs (lined washout pit; cover during rain events) ❑ Hazardous spill management BMPs ❑ Landscape materials BMPs ® Potential pollutant source list: Detailed list of chemicals, solvents, paints. & fertilizers to be used on the site. ❑ Painting BMPs (lined washout pit, cover daily) IN Completed City C&D Plan ❑ Portable toilet BMPs ❑ Equipment / vehicle BMPs Erosion Control Measures - to prevent sediment from becoming dislodged due to rain & wind event. ❑ Riparian protection BMPs ❑ Temporary soil stabilization BMPs ❑ Temporary curb access BMPs ❑ Vegetation preservation BMPs ❑ Slope stabilization BMPs ❑ Wind erosion BMPs ❑ Dust control BMPs ❑ Permanent soil stabilization BMPs ❑ Phased construction BMPs ❑ Steep slope BMPs ❑ Post storm erosion control BMPs Sediment Control Measures — to control & detain dislodged sediment from leaving the site. ❑ Creek protection BMPs ❑ Site perimeter BMPs ❑ Sediment basin BMPs ❑ Stabilized construction exit(s) / entrance(s) ❑ Storm drain inlet protection BMPs ❑ Waterway & stabilized drainage way BMPs ❑ Rapid soil stabilization BMPs ❑ Advanced settling devices ❑ Post storm event sediment control BMPs Run-on & Run-off Control Measures: Overland flow of storm water both on and off -site must be effectively managed. ❑ Stormwater run-on BMPs ❑ Stormwater run-off BMPs Non-Stormwater Management: For work performed in the street, or to temporarily store materials iq the street ,or -on the sidewalk you must secure' an encroachment perfnit. ❑ 1quipment topl washout BMPs ❑, Encroachment permits ❑ Potential non-stormwater discharge BMPs O .Saw -cutting BMPs .19. Scbeduhgg B1V,s " Site Schematic: To_reflect the location of all BMPs to be used on site.'For eiample, depict the location of all perimeter control measures, such as silt fencing or straw wattles on a schematic. ® For all construction projects with outside activities. Water Efficient Landscape Plans Submittal: For new construction sites a water efficient landscape plan may be required. , ❑ Refer to Udh ies Conservation Post Constructiod StoAnwater Devices ❑ Pre & post stormwater run-off calculation ❑ A post construction maintenance plan ❑ A private stormwater conveyance system agreement, and ❑ A post construction site schematic required Inspect, Maintain, Clean, Repair & Report — all site BMP's on active and inactive construction sites weekly. Repairs must be made as necessary. Document all activities in a log. ® Weekly inspection schedule IN Pre & post storm event inspections ® BMP cleaning schedule ® BMP maintenance schedule ® BMP repair protocol ® Documentation & records management protocol ® Reporting protocol Project Specific BMPs WPCP Plan forMinor Building Projects 2012 (Rev. 2127112124111, 112/ 12. 3118112, 3125112. 411 / 12, 6116112) 2 of 4 R F( YT% i -- CITY OF'S;; 't• �'ti;artipt City of San Leas Obispo Building ei Safety Division 919 Palm Stmet; San Luis Obispo, CA 93401 WATER POLLUTI01 (For Select AUG 17 2018 CONTROL PLAN Projects Lms-Than 1 A,rr) Stormwater - (805) 791-7530 Buil&ngev' Safety Plan Review (805) 781-7181 (WPCP) PURPOSE: This plan can only be used for minor building projects (SFR - new, remodels, additions; and/or commercial remodels). Newly constructed commercial buildings under CAGreen2010 Codes require the development and implementation of a WPCP similar to the standards of a State submitted SWPPP. This plan is only to serve as a guide, if the applicant elects to use it. The BMPS specified herein shall be considered just the "Minimum BMPs" and during the course of the project additional BMPs (Necessary BMPs) may be required to protect water quality. Please note that an in -fill new single family home project may require additional plan elements. This plan shall be used in accordance with CGP 2009-0009-DWQ, City Stormwater Permit & 2010 CalGreen Building Codes. Project Address: Description of Work: Estimate total disturbed soil at'eas in square feet: ' a ** Erosion & Sediment Control Measures are required Applicant's Name: 6%AV4r(.5 Applicant's Tele No. (I) lq3;vr. A U6 r -N, Emergency Contact: t Q111� G Tele:) � Cell: (_ e- Contractor's Name: Qi'y 7V �t,6 GD Contractor's Tel No. ( ) �- SD?� Contractor's Mailing address: (ftrnt Address) (City) (State) r/tp) Type of Project - Check One Commercial / Industrial: ❑ Alternations ❑ New Con. ❑ Site -work Tenant Improvement ❑ Other: Residential: ❑ additions ❑ New Con. ❑ Remodel ❑ Other: SCHEDULE: Anticip4ted P act Schedule (Calendar Days e Hours): Calendar days: Hours: (From) 7 .�.(To) BEST MANAGEMENT PRACTICES OR "BMPS" are procedures that help prevent pollutants from entering the City's stormwater conveyance system and creeks. Indicate by checking ALL ANTICIPATED BMPS that must be incorporated into the project to ensure the protection of waterways and stormwater conveyance systems (i.e. gutters, streets, storm drain inlets, storm drains, catch basins, crrekf, culverts and seasonal streams). Informational brochures on various project types and BMPs are available on the City website listed herein. For detailed information on the Best Management Practices listed herein refer to: Ca General Construction Permit bttp://www.waterboar&.cagotlwater issuer/pmgrams/stormwater Ca Green Building Codes http://www.brc.ci govlCAI Grren/default.bim Ca State Water Resources Control Board http://www.swrrb.ca.gov/water-issues/pmgrams/stormwater Ca Stormwater Quality .-Association* http://—c-ga.orgl Caltrans Stormwater Pollution Templates bttp://www.dot.cagov/hqlconstruelstormwaterltemplatesl.btm Caltrans Supplement to Traffic Control Guide bttp://www.dot.cagovlbgltraffopslsigntecblmutedsupp City of San Luis Obispo BMP Guides* http://www.sloeity.org/publicworkslstormwaterl5outrearb.arp City of San Luis Obispo Municipal Code bttp://www.endepub&bing.com/ea/sanlmzsobsspo/ City of SLO Stormwater :Management Plan htip://www.slotity.org/pubktworks/rtormwaterldot-uments City of SLO Waterway Management - Plan I bttp://www.sloaty.orglpubktworks/downloadlwmplwmppdf City of SLO Stream Management & - Plan II ba://www.rlocil�.org[�ubkeworks/download/wmD/sm dl City of SLO Drainage Design Man. - Plan III http://www.slocity.org/pmbfitworks/download/wmplddmpdf City of SLO WPCP Guide* Forth coming City Specifications http://www.rlotity.org/pubd,works/documents.arp Construction Industry Compliance Asst Center http://www.ticacenter.o�g/swtlswt2. 'm?st=CA State Specifications - DOT http://www.dot.eagovlhglescloelstandardsphp ❑ Proximity to Storm Drains, Creeks & Known Underground Springs or Seeps: If the project site is within close proximity (< 150) to a creek, storm drain inlet down gradient of the site and/or includes underground springs or seeps on site, the site plan may need to include the locations of each and additional specific BMPs may be required throughout the course of the project. Please consult with a Qualified Professional and/or Building Staff for guidance. WPCP P/rn for Minor Building Prgeas 2012 (Rev. 2127112124/ 11. 1 /2/ 12. 3/ 18/ 12. 3125/ 12. 4 / 1 / 11. 6/ 16/ 12) 1 of 4 Community Development D3tm S rat. .tn uis OOrs�..:d 33401 :32'd C21 L OF:1. li AUG 17 2013 1 CO 11\iU 'ITY Di i 51tE vT DOCUMENTATION OF CBC CHAPTER 11 B DISABLED ACCESS REQUIREMENTS / UNREASONABLE HARDSHIP Project Address: '1/� I- A pIication umb . N w 1 <'V clf 1/f Project Name/es n n: ` �' Total C nstruction Cost for this project: �IK 1 V 6 JQ Pro ect Valuation $ / d r y� q Phone:6o -(/� " 7 ♦� f/ CBC Section 1 B-202.4 Exception 8. Alter tions on the same path of travel within three years shall be considered when granting this exception. The exception does not relieve the responsible parties from complying with the Federal Americans with Disabilities Act. �When the adjusted construction cost is less than the current valuation Valuation Threshold (per date of application) $150,244.00 (January 2016) eshold, the cost of compliance with Section 11 B-202.4 shall be limited to 20% of the cost of alterations. When compliance would exceed 20%, compliance shall be provided to the greatest extent possible without exceeding 20%. ❑ When the adjusted construction cost exceeds the current valuation threshold, and the enforcing agency determines the cost of compliance with Section 11 B-202.4 is an unreasonable hardship, full compliance shall not be required. Compliance shall be provided by equivalent facilitation or to the greatest extent possible but in no case shall the cost of compliance be less than 20% of the adjusted construction cost of alterations, structural repairs or additions. Access Features Item Does this feature If no, is this feature going If yes, Total cost for making this (provide description below at lines C & D) meet T24's latest to be made accessible as feature accessible (attach edition? part of this permit? documentation): 1. Path of travel to entrance (Include covered passenger loading * �O (.� ro'M ct O tolo zone for medical & dental offices) I /Ocvv $ 2. Entrance to building No $ O 3. Path of travel within building or facility to area of remodel 0 wig 0. $ 4. Elevator $ 5. Sanitary Facilities $ 6. Public Telephones (if provided) $ 7. Drinking Fountains (if provided) $ 8. Other (parking, signage etc.) $ A. Total cost of access features provided............................................................................. $ 710 MO B. Total cost of construction of this project & all other work performed over the last 3 years in this I n rf 0 tenantspace.............................................................................................................. $ (% v v Minimum amount required to be spent for access compliance (20% X B) $ oa-C) Percentage of total cost of project (20% minimum): (A-_ B) X 100.............................................. % C. Description of acce s features be pr vided (attach additional heets as eded): r. Keto Ac�.�s- � rw� treM. 3.<VV ce c; r f tutu OA tvliw) I v 5 j H�-G w - 6,)L im;u% Wtai,►.4S 4v 32waM 1r• !N� tr%%mr� � Acts -3 3• � � l-c�vrw� dl,��• D. Description of required access features not provided (attach additional sheets as needed): Cost of required accessible features not provided: Ap ica t Name print/ ( Ltt� Signature H GlL G l� G Company Name/Title - Company Address tt a �4[- 3� Z Staff Use Only Staff Person/Title I Approval Recommended (Y/N) Building & Safety Division Community Development T 805.781.7180 '"✓ 919 Palm Street, San Luis Obispo, CA 93401-3218 DOCUMENTATION OF CBC CHAPTER 11 B DISABLED ACCESS REQUIREMENTS / UNREASONABLE HARDSHIP Project Address: 1219 Monterey Application Number: Project Name/Description: Total Construction Cost for this project: Smith Volvo tenant Improvement Project Valuation $135,000 Applicant: Clinton iwanicha, Architect co/ Brent Smith r-HU11e: 805.459.2849 CBC Section 11 B-202.4 Exception 8. Alterations on the sa path of travel within three years shall be considered when granting this exception. The exception does not relieve the responsible parties from complying with the Federal Americans with Disabilities Act. When the adjusted construction cost is less than the current valuation threshold, the cost Valuation Threshold (per date of application) compliance with Section 11B-202.4 shall be limited to 20% of the cost of alterations, when compliance would exceed 20%, compliance shall be provided to the greatest extent possible without exceeding 0 $156,162.00 (January-2017) When the adjusted construction cost exceeds the current valuation threshold, and the enforcing agency determines the cost of compliance with Section 11 B-202.4 is an unreasonable hardship, full compliance shall not be required. Complicance shall be provided by equivalent facilitation or to the greatest extent possible but in no case shall the cost of compliance be less than 20% of the adjusted construction cost of alterations structural repairs or additions. Access Features Item Does this feature meet If not, is this feature going If so, what is the cost for making (provide description below at lines C & D) T24's latest edition? to be made accessible as this feature accessible? (attach part of this permit? documentation) 1. Path of travel to entrance (Include covered passenger loading zone NO YES $ 22,000.00 for medical & dental offices) 2. Entrance to building NO YES $ 19,200.00 'A. Path of frayel within K.dlrii— or f—ilih Tn $ area of remodel YES NO 4. Elevator NO NO $ 5. Sanitary Facilities NO NO $ 6. Public Telephones (if provided) NO NO $ 7. Drinking Fountains (if provided) NO NO $ 8. Other (parking, signage etc.) NO NO $ A. Total cost of access features provided............................................................................. $ 41,200.00 B. Total cost of construction of this project & all other work performed over the last 3 years in this $ tenantspace .............................................................................................................. 135,000.00 Minimum amount required to be spent for access compliance (20% X B) $ 27,000 Percentage of total cost of project (20% minimum): (A _ B) X 100.............................................. % 31 C. Description of access features to be provided (attach additional sheets as needed): Kefer to attachea sheet Tor access features and cost D. Description of required access features provided (attach additonal sheets as needed): Cost of required accessible features not provided: Sanitary facilities $25,000 Applicant Name (print) Signature Clinton Iwanicha, Architect Company Name/Title Company Address Clinton M. Iwanicha, Architect Inc. 2456 Hemlock ave, Morro Bay, CA 93442 Staff Use Only Staff Person/Title Approval Recommended (Y/N) 805.459.2849 Revised January 2017 CJ Cost breakdown for Smith Volvo Tenant Improvement Disabled Access Requirements/Unreasonable Hardship application project cost= $135,000.00 20% of cost= $ 27,000.00 Access Feature item: Cost of task 1. Path of travel to entrance: a. demo existing AC paving and concrete as needed to install new access path from $ 6,000.00 sidewalk (public ROW) to showroom entrance and service accesible drive lane b. install new accessible concrete landings, accessible pathway, curb ramp and truncated $ 16,000.00 domes to service and show room entries, repair bordering AC paving 2. Entrance to building a. Install new automatic sliding door with required accesible signage at showroom entry $ 15,200.00 b. Install new accesible double doors, with required accssible signage at service entry $ 4,000.00 total improvements= $ 41,200.00 percentage of total cost= 31% RECYCLED Calculate LEED contribution at PRELUDE ° X L° and PRELUDE XL � 63% CONTENT armstrongceilings.com/greengenie HIGH RECYCLED CONTENT (HRC) 15/16" Exposed Tee System Declare- HghPeed« ame Lrvmg Building Sustainable _ - - Challenge Compliant Ceiling Systems LOCATION DEPENDENT 10_VEAR Availability KEY SELECTION ATTRIBUTES TYPICAL APPLICATIONS Seismic Re Suspension System saves 10-Year Limited System Warranty; 30-Year Retail . Offices time and money; offer an ICC-ES approach Limited Ceiling Systems Warranty when Education Hospitality to installations (ESR-1308) used with HumiGuard® Plus products Healthcare Prelude XL is part of the Sustain'" portfolio Made -to -Order main beams and cross tees and meets the most stringent sustainability can be ordered for your project needs in Blizzard White powder -coated finish compliance standards today one carton minimums coordinates with Optima®, Ultima®, PeakForm® profile increases n Available with TrioGuard" coating that Calla®, and Lyra® ceiling panels 40 strength and stability for improved . resists dirt, bacteria, mold, mildew, and for a clean, seamless, monolithic performance during Installation color fading installed visual. SuperLock'"2 main beam clip is engineered . XL1 staked -on end detail provides secure Linear lighting integration is easy with for a strong, secure connection and fast locked connection; easy to remove, reuse, made -to -order main beam -to -cross accurate alignment confirmed with an and relocate tee adapters, rout spacing, miter audible click; easy to remove/relocate . Fire Guard- options offer UL design spacing, and short cross tees Hot dipped galvanized coating inhibits red fire -rated performance (3" to 6" lengths). rusting better than electrogalvanized or . Some items available in metric sizes painted systems VISUAL SELECTION PERFORMANCE PACKAGING Item Face Description Rout Dimensions No.* Profile Spacing (Inches) Load Test Data (Lbs./Lin. Ft.) Lbs./ L/360 Lin. Ft. Prelude XL (Red Numbers are Fire Guard Items) 4 Ft. 5 Ft. ❑ 7301 ❑ 7301HRC 15/16" 12' HD Main Beam 6" O.C. 144 x 15/16 x 1-11/16" 16.73 8.73 ❑ 8301 ❑ 7300_ -• 15/16" 12' ID Main Beam 6" O.C. 144 x 15/16 x 1-11/16' 13.5 6.35 118300 _t ❑ 7305 • 15/16" 140" ID Main Beam 10" O.C. 140 x 15116 x 1-11/16" 10.73 8.73 ❑ 7306-! 15/16" 132" HD Main Beam 10", 30'' 50"' 56"' 132 x 15/16 x 1-11/16' 16.73 8.73 76 , 96'. 116", 122" ❑ 7307_ 15/16" 126' HD Main Beam 10", 30", 50", 70"' 126 x 15t16 x 1-11/16" - - _' V.110",116' ❑ 7302 _• 15/16' 10' ID Main Beam 6" O.C. 120 x 15116 x 1-11/16" 13.5 6.35 ❑ XL7388_ _• 15/16" 8' Cross Tee 12" O.C. 96 x 15/16 x 1-11116" 12.12"• - ❑ XL7380 _• 15/16" 6' Cross Tee 12" O.C. 72 x 15/16 x 1-11/16' 12.24' - ❑ XL7367_! 15/16" 5' Cross Tee 24",' 30", 6"12",, 60 x 15/16 x 1-11/i6" - 7.61 k'., 48"54 ❑ XL73M • - - 15/16" 5' Cross Tee 6", 20", 30"' 40", 54" 60 x 15/16 x 1-11/16" - 7.61 o XL7341 ❑ XL734INRC 15/16" 4' Cross Tee 12" O.C. 48 x 15/16 x 1-11/16" 16.89 - ❑ XL8341 ❑ XL7340--• ❑ XL8340_ _t 15/16" 4' Cross Tee 12" O.C. 48 x 15/16 x 1-11/16" 12.25 - ❑ XL7342_ _• 15/16" 4' Cross Tee 12" O.C. 48 x 15/16 x 1-112" 7.8 - ❑ XL7348• 15/16" 4' Cross Tee 12" 48 x 15/16 x 1-3/8" 6.78 - ❑ XL7330 _+•• 15/16" 3' Cross Tee - 36 x 15/16 x 1-11/16" 20.3 @ 3' - ❑ XL7378 _• 15/16" 30" Cross Tee - 30 x 15/16 x 1-3/8" 16.54 @ 2.5' - [I XL732B_ XL8323_ _t 15/16" 2' Cross Tee - 24 x 15/16 x 1-3/8" 36.0 @ 2' -❑ ❑ XL832ONRC XL8320_ _t 15/16" 2' Cross Tee - 24 x 15/16 x 1-11/16" 61.33 @ 2' -❑ ❑ XL7368_! 15/16" 20" Cross Tee - 20 x 15/16 x 1-3/8" 36.0 @ 1,67' - ❑ XL7388_ • 15/16' 18" Cross Tee - 18 x 15/16 x 1-3/8" ❑ XL7318_ • 15/16" 1' Cross Tee - 12 x 15/16 x 1-3/8" 36.0 @ 1' - El XL7304 • 15/16" 4" Cross Tee - 4 x 15/16 x 1-3/8" - - Fire Seismic Guard'" Category Dots represent high level of performance. PCs./ Lin. Ft./ Ctn. Ctn. 20 240 20 240 20 240 20 240 20 240 20 233 20 220 20 210 20 200 20 160 20 120 60 300 60 300 so 240 00 240 60 240 ------------- 60 240 60 240 60 240 --- -- ------ 80 - 240......._... 60 180 60 150 ...................... 60 120 60 120 60 120 60 120 60 100 60 90 120 120 60 20 TechLine 877 276-7876 &mstrong- armstrongceilings.com/suspensionsystems CEILING SOLUTIONS PRELUDE° XL° and PRELUDE XL HIGH RECYCLED CONTENT (HRC) 15/16" Exposed Tee System VISUAL SELECTION Item Face No.• Profile Prelude XL continued Size Capabilities 15/16" ,. 36" — 144" 6" — 144" Rout spacing r 3" from ends, 6' thereafter r NOTE: Up to 6 Weeks for Color 8 Size Combinations Made -to -Order main beams and cross tees ran be ordered with special sizes, rout spacing, and colors for your project needs in one carton minimums. Simple Span - •• Hanger Wire Support Mid -Span ••• hems available in White, Tech Black, and Blizzard While powder -coated finish Items available in Standard, Premium, and Blizzard White powder -coated finish ° Items available in White and Blizzard White powder -coated finish t Items 8300, XL8320, X1.8323, XL8340 available in Black (BL) or White (WH) only When specifying or ordering items with a color or finish, add the two -letter suffix to the end of the item number (e.g., 7301 HA — Haze) NOTE: Additional Prelude XL items for TechZone° Ceiling Systems are listed in the TechZone Technical Guide (BPCS-4486). Available online at armstrongceilings.com/techzone VISUAL SELECTION Description Rout Spacing Main Beams Length Cross Tees Length PERFORMANCE PACKAGING Load Test Data Fire Seismic (Lbs./Lin. Ft.) Guard" Category Dimensions Lbs./ PCs./ Lin. Ft./ © (inches) L/360 Lin. Ft. Ctn. Ctn. 4 Ft. 5 FL Dotsrepresent high level of performance. ASTM Cuss HD - Heavy-duty ID — IniemlCdlah, duty rD - Light My PACKAGING Item (A) (B) (C) (D) PCs./ Lin. Ft./ No." Description Length Flange Height Reveal Reveal Ctn. Ctn. Suggested Wall Moldings and Shadow Moldings 078M- _• 12' Hemmed Angle Molding 144" 7/8" 7/8" - 30 360 ❑78WHRC ❑7808_ —° 10' Hemmed Angle Molding 120" 2" 2" - 10 100 0780812_ _° 12' Hemmed Angle Molding 144" 2" 2" - 10 120 07807 10' Hemmed Angle Molding 120" 2" 1" - 10 100 ❑7875_ _� 10' Shadow Molding 120" 3/4" 15/16" 112" 30 300 07877 -" 10' Shadow Molding 120" 15/16" 15/16" 1/4" 30 300 ❑7878_ _°"' 10' Shadow Molding 120" 15/16" 15116" 3/8" 30 300 07897 !'*' 10' Shadow Molding 120" 15/16" 15/16" 1/2" 30 300 07888_ _ 10' Shadow Molding 120' 15/16" 15/16" 3/8" 1/4" 30 300 ❑7850° 12' Hemmed Angle Molding 120" 1-1/8" 7/8" - - 30 300 ❑7851_ _° 12' Hemmed Angie Molding 144" 1-1/8" 7/8" - - 30 360 •"" Suitable for IBC Category D,E,F Installations using Armstrong® Seismic RO and BERC2 Clip • Items available in Standard, Premium, and Blizzard While powder -coaled finish ° Items available in White and Blizzard White powder -coated finish When specifying or ordering items with a color or finish, add the two -letter suffix to the end of the item number (e.g.. 7301HA — Haze) MAXIMUM FIXTURE WEIGHT Configuration Item Fixture Planning Module Hanger Spacing Maximum Weight A B No. A B A B A B A B Main Beam to Main Beam — Drawing Ivey: Main beam (t) Cross tee (—) Hanger wire ( +) 7300/8300/7302 t5;�J 24" x 48" 24" x 48" 48" x 48' 48" x 48' 48" 48" 69.27 lbs. 49.27 lbs. N- 73M/8301 24" x 48" 24" x 48" 48' x 48" 48" 1f 48' 48" 48" 72.32 lbs. 72.32 lbs. 7300/8300/7302 12' x 48" 12" x 48" 48" x 48" 48" x 48" 48" Q. 54.26 lbs. 47.17 lbs. 7301/8301 12" If 48" 12" x 48" 48" x 48" 48" x 48" 48" 48" 100,0 lbs. 63.32 lbs. --- 24' it 48" 20" x 60" 60" x 60" 60" x 60' 48" 48" 56.47 lbs. 43.21 lbs. 7301 /8301 24" x 48" 20" x 60" 60" x 6D' 60" x 60" 48" 48" 56.47 lbs. 65.46 lbs. Main beams tested as follows: 7300 tested at 13.0 Ibs./LF to 1/360 of 4' span: 7301 tested at 16.51bs /LF to 1/360 of 4' span. TechLine 877 276-7876 &mstrong armstrongceilings.com/suspensionsystems CEILING SOLUTIONS PRELUDE° XL° and PRELUDE XL HIGH RECYCLED CONTENT (HRC) 15/16" Exposed Tee System MAXIMUM FIXTURE WEIGHT Configuration Item Fixture Planning Module Hanger Spacing Maximum Weight A B No. A B A B A B A B Cross Tee to Cross Tee - Drawing Key: Main beam (t) Cross tee ( --) Hanger wire (+) k T t XL8340/XL7340 XL7342 24" x 48" 24" x 48" 24" x 24" 24" x 24" 64" x 60" 64" x 60" 48" x 48" 48" x 48" 48" Q. 48" 48" 69.27 lbs. 40.89 lbs. 80.55 lbs. 52.26 lbs. XL8341/XL7341 24" x 48" 24" x 24" 64" x 60" 48" x 48" 48' 48" 81.67 lbs. 100.0 lbs. XL8341 /XL7341 24" x 48" 12" x 48" 48" x 48" 48" x 48" 48" 48" 72.32 lbs. 63.32 Ibs. Fixtures weighing more than 56lbs. should be independently supported. Fixture weight is based on single fixture only. For end -to -end fixtures ........'.... .................... ........................................... or other configurations not shown, consult your Amistrong Callings representative. NOTE: The above data is based on 48" hanger wire spacing, board weight of 1 lb./SF, maximum deflection of tees not to exceed 1/360 of the span, and suspension system installed in accordance with ASTM C636. COLOR AND FINISH SELECTION Standard Premium Powder -coated Finish° 0 9 White White with Cream Haze Addle Platinum Camel White Natural Copper Blizzard (WM TrioGuard- (WH3G) (CR) (HA) (AD) (PL) (CM) Nummum Aluminum (CP) While (wan (NA) it mM Tech Black Silver Grey Gun Metal Silver Satin Bronze Pewter Silver (BL) (SG) Grey W (SA) (BZ) (Pw) (SL) tt Capping only tft Peel -off protective film on exposed surfaces to protect from scuffing or marking during Installation • Items available in powder -coated finish When specifying or ordering items with a color or finish, add the two -letter suffix to the end of the Item number (e.g., 7301HA - Haze) ACCESSORIES BERC2 - 2" Beam End Retaining Clip - Allows you to create a code compliant Seismic D, E, F ceiling installation while eliminating the need to use 2" wall molding or spreader bars. ALBERC2 - (aluminum) a . j � , ^VVf ;"c ❑ BERC2 (Steel) - 200 pcs ❑ ALBERC2 (Aluminum) - 200 pcs EI FZBERC2 (Steel) - 50 pcs ❑ FZAIBERC2 (Aluminum) - 50 pcs DETAILS PRELUDE XL ,11 Main Beam PRELUDE XL Cross Tee STAC - Single Tee Adapter Clip - Used to create code compliant non -seismic and seismic C and D, E. F off -module main beam to cross tee connections. ❑ STAC -120 pcs ❑ FZSTAC - 50 pcs w-RmN PRELUDE XL� Main Beam 4. t ,-nnr w" 1Y18' — aMmn SEISMIC PERFORMANCE Main Beams 7301,7301HRC,7306,7307,8301 Minimum Lbs. To Pull Out Compressionlfension 335.0 330.0 PHYSICAL DATA Expansion Sleeves ES4 - For 15/16" Prelude ❑ ES4 - 200 pcs ❑ FZES4 - 50 pcs GCWA - Grip Clip Wall Attachment - Joins main beam or cross tee to wall v molding via locking o barbs without pop e ° rivets or screws. ❑ GCWA - 250 pcs ❑ FZGCWA - 50 pcs 1/4' (emm) PRELUDE XL 7/8" Hemmed Shadow Molding Cross Tee (gamml Angle Molding Vim) r L e o C n '-1 (24mm4mm) rID' Cross Tees All XL cross tees exceed 300 lbs. in both compression and tension. Material Face Dimension Hot dipped galvanized steel 15/16" Surface Finish Profile Baked polyester paint or powder coated Exposed tee Manufactured and tested in accordance with ASTM C635 Cross Tee/Main Beam Interface Override Techl-ine / 1 877 276-7876 NI product names are trademarks, registered trademarks, armstrongceilings.com/suspensionsystems or service marks of their respective owners. (search: prelude) NI other trademarks used herein are the property of BPCS-3344-818 AWI Licensing LLC and/or its affiliates. 0 2018 AM Licensing LLC ICC Reports For areas under ICC jurisdiction, see ICC evaluation report number ESR-1308 for allowable values and/or conditions of use concerning the suspension system components listed on this page. The report is subject to reexamination, revisions, and possible cancellation. End Detail Main Beam: Staked -on clip Cross Tee: Staked -on clip Duty Classification Intermediate or Heavy-duty K::7 ong- CEILING SOLUTIONS Overview 1 100 Data Sheet SELF TAPPING SCREWS (READY TO INSTALL) (BY OTHERS) aw 0 The Mood Cross Piece Grille wood ceiling offers a design where the individual wood member is deeper than it is wide. Panel width is typically 12", with backers direct -attached to T-Bar main runners every 2'. See page 3 for typical member sizes and SKUs. Attachment for the Cross Piece Grille is via screws fastened directly through the backer into standard T-Bar grid. This provides basic accessibility for each panel. Your Wood Ceiling Experts. Design to Delivery WOODI I 100 Data Sheet UW0_0 IID SERIES: 1000 WOOD GRILLES STYLE: 1 100 CROSS PIECE GRILLE V_ Product Data Application The Cross Piece Grille uses a pre -assembled panel fabrication process. This product can be installed through- out the country and is the preferred design in areas requiring seismic compliance. Full panel access is available by means of removing attachment screws hidden in reveals. Repeated removal requires threaded 9Wood T-Bolt'" attachment as opposed to screws. Performance Acclimatization Cross Piece Grilles must be cared for in a controlled interior environment (RH 25%-55% max; temp. 600-800) and installed only after reaching equilibrium moisture content. Should the building fall outside these limits consult 9Wood, Inc. for our 3 Tests/3 Tracks Acclimatization Advisory. Acoustics The Cross Piece Grille can enhance acoustics via soundabsorbing material placed over open reveals within the T-Bar grid. Insulation is typically provided locally. Fire Rating Individual members and components can be treated with Class I (A) Fire Retardant chemicals (solid wood use FR coatings, veneered particleboard use FR formulas). Particular species or styles have not been tested. LEED Cross Piece Grilles may qualify toward MR-3, MR-4.1/4.2, MR-5.1/5.2, MR-6, MR-7, IEQ-4.2 or IEQ-4.4. As all products are custom -fabricated, LEED credit opportunities are project by project. Please contact 9Wood, Inc. for specifics. MEP The Cross Piece Grille permits MEP penetrations in the ceiling's surface. Cut panels may require supple- mental reinforcement. Fixtures and diff users must be independently supported. Seismic Cross Piece Grilles provide seismic code compliance by means of mechanical direct screw attachment to T-Bar via the cross -piece backer. Please consult local code or a licensed engineer for any additional require- ments. Species & Finishes 9Wood can offer both domestic and imported species for the Cross Piece Grille. Clear, satin sheen finish is standard; custom stain matches are available. Suspension Cross Piece Grilles are directly attached to 15/16" heavy duty T-Bar main runners. Main runners are typically 2' on center. System Weight Cross Piece Grilles typically weigh 2-4 pounds per square foot, depending on members per linear foot and species. 999 South A Street Springfield, OR 97477 tel 888.767 9990 fax 888.767.9998 sales(,-D9wood com www.9wood.com 41 1100 Data Sheet SERIES:1000 WOOD GRILLES Typical Specifications HANGER WIRE #8 X 1 FASTE MEMBER WIDT STYLE: 1100 CROSS PIECE GRILLE AIN (TYP) 1 /2" x 1 1/4" CROSSPIECE BACKER (BLACK; TYP) MEMBER DEPTH MEMBERS/ LINEAR FOOT SKU Table Width Width (Softwood) (oH rdwood Depth 2 3 4 5/8" 3/4" 1 3/8" 1112-2 1112-3 1112-4 5/8" 3/4" 21/4" 1113-2 1113-3 1113-4 5/8" 314" 3 1/4" 1114-2 1114-3 1114-4 1 3/8" 1 " 1 3/8" 1122-2 1122-3 1122-4 1 3/8" 1 " 2 1/4" 1123-2 1123-3 1123-4 1 3/8" 1 " 3 1/4' 1124-2 1124-3 1124-4 1 3/8" 1 " 5 1/4" 1126-2 1126-3 1126-4 * Other width, depth and M/LF combinations available. Please inquire. ** Please see 9wood.com for information on appropriate species selections. Grille Members per Linear Foot 5 6 7 8 9 10 1112-5 1112-6 1112-7 1112-8 1112-9 1112-10 1113-5 1113-6 1113-7 1113-8 1113-9 1113-10 1114-5 1114-6 1114-7 1114-8 1114-9 1114-10 1122-5 1122-6 1123-5 1123-6 1124-5 1124-6 1126-5 1126-6 999 South A Street Springfield. OR 97477 tel 888.767.9990 fax 888.767.9998 salesoP9wood.com www.9wood.com �i 1100 Data Sheet SERIES: 1000 WOOD GRILLES STYLE: 1 100 CROSS PIECE GRILLE Perimeter Conditions and Suspension REVEAL @ ABUTTING PANELS (TYP. 1") (*)NOTE: A CENTER REVEAL TYPICALLY REQUIRES A CUSTOM OC SPACING IN THE SUSPENSION SYSTEM. FLOATING: OPEN REVEAL METAL TRIM: CONT. SHADOW STYLE WALL ANGLE MAINRUNNER (BY OTHERS) METAL TRIM: CONT. WALL ANGLE 15/16" T-BAR CROSSTEE (BY OTHERS) WOOD TRIM: CONT. WALL ANGLE W/WOOD TRIM 999 South A Street Springfield. OR 97477 tel 888.767.9990 fax 888 767-9998 sales(6)9wood.com www.9wood.com W I LLDAN I WILLDAN ENGINEERING Engineering 650 E. Hospitality Lane Suite #250 San Bernardino, CA 92408 P. (909) 386-0200 F: (909) 888-5107 www.willdan.com Date: Friday, March 1, 2019 Jurisdiction: San Luis Obispo Plan Check Number: BLDG-1668-2018 Project Address: 1219 MONTEREY ST Review Status: 2 CORRECTIONS: Please see the attached comments. Enclosed: 2 - Architectural Plans 2 - Cut sheets Please return Check Print, and 2 corrected copies for further review. Sincerely, Willdan En ineer' stian M u i Created with idtPlans Review TI FOR VOLVO Page i of 1 3/1/19 �WI LLDAN Engineering Date: Wednesday, August 29, 2018 Jurisdiction: San Luis Obispo Plan Check Number: BLDG-1668-2018 Project Address: 1219 MONTEREY ST Review Status: 1 CORRECTIONS: Please see the attached comments. Enclosed: 1 - Architectural/Structural Plan 1- Energy Calculation Please return Check Print, and 2 corrected copies for further review. Sincerely, Willdan Engineering Plan Check Coordinator D. Reed WILLDAN ENGINEERING 650 E. Hospitality Lane Suite #250 San Bernardino, CA 92408 P: (909) 386-0200 F: (909) 888-5107 www.willdan.com Created with idtPlans Review TI FOR VOLVO Page 1 of 1 8/29/18 Contact Accounts Summary BLDG-1668-2018 Alt/Addition - Commercial Project Address: 1219 Monterey St Project Description: EXTERIOR & INTERIOR TENANT IMPROVEMENT FOR VOLVO DEALERSHIP Parcel Number: 002-331-001 Architect: CLINTON IWANICHA ARCHITECTURE Owner: GARRIS BRIAN D FAMILY TRUST JR 1) Tenant: BRENT SMITH Fees FEE IT Surcharge Green Building Fee Consolidated Inspection Fees SMIP (Commercial) Consolidated Plan Check Fees TOTAL FEES: Related Contact Accounts r ONTAr`T Ar.r.01 INT AMOUNT $129.00 $6.00 $2,184.15 $39.00 $2,677.55 140827 Payments DATE RECEIPT TOTAL PAID August 15, 2018 AMOUNT $0.00 $0.00 RTATI IR Tn TAI r:RFnITR T0TA1 nFRITR RAI ANr'F ACCOUNT TOTALS: Balance Due: $5 INTAKE DEPOSIT ONLY FEE ESTIMATE PENDING