Loading...
BRES2016-0361LICENSED 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. License Class: B License No.: 810553 Date: Contractor: L,trs6' L, OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 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 Contractor's 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 therefrom and the basis for the alleged exemption. Any 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 the work, and the structure is not intended or offered for'sale. (Sec. 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 does the work himself or herself through his or her own employees, 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 he or she did not build or improve for the purpose of sale.). ( ) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 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 contractor(s) licensed pursuant to the Contractors' State License Law.). (� I am exempt under Sec. . B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY 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 (Sec. 3097, Civ. C.). Lender's Lender's WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of,he following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 �:)f the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' con pensation insurance, as required by Se ion 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance =arrier and polity number are: Carrier: INSURANCE COMPANY OF THE STATE OL= PA Policy Number: WCO28415783 I certify that in the performance of tl-e work for which this permit is issued, I shall not employ any person in any manner so a: 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 3770 of the Labor Code,1 shall forthwith comply with those provisions. Date: r Applicant:. WARNING: FAILURE TO SECURE WORKERS' COM DENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINA_ PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($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. APPLICANT ACKNOW&DGEMENT IMPORTANT: Application is hereby made to the Building Official for a permit subject to theconditions and restrictions set forth on this a )plication. 1. Each person upon whose behalf this applicafon is made, each person at whose request and for whose benefit work is performec under or pursuant to any permit issued as a result of this application , the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this applicati :)n becomes null and void if work is not commenced within 180 days from date of issmance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and statethat the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above-mentioned property for inspection purposes. I _-, Date: — —,(7 Signature (Applicant or Agen?_ Arc 4&� v VOICE (760) 777-7125 78-495 CALLE TAMPICO U FAX (760) 777-7011 LAUINTA, CALIFORNIA 92253 QDESIGN & DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT :. ✓12017 Application Number: BRES2016-0361 Property Address: 81687 DESERT WILLOW DR Owner: ROBERT MCKINLEY APN:; Date: 1/3/2017 Application Number: BRES2016-0361 Owner: Property Address: 81687 DESERT WILLOW DR ROBERT MCKINLEY APN: 764340015 P 0 BOX 1025 Application Description: MC KINLEY /GARAGE REPAIR TUSTIN, CA 92253 Property Zoning: Application Valuation: $8,000.00 Applicant: Contractor: BELFOR USA GROUP INC DBA BELFOR PROPERTY BELFOR USA GROUP INC DBA BELFOR PROPERTY 185 OAKLAND AVENUE SUITE 150 185 OAKLAND AVENUE SUITE 150 BIRMINGHAM, MI 48009 BIRMINGHAM, MI 48009 (248)594-3188• i LIc. No.: 810553 --------------------------------------------------------------------------------------------- Detail: REPAIR DAMAGE GARAGE WALL, FRAMING AND STUCCO. PER 2013 CRC CODES. J FINANCIAL INFORMATION DESCRIPTION . ACCOUNT CITY AMOUNT BSAS SB1473 FEE 101-0000-20306 0 $1.00 Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: .$1.00 DESCRIPTION ACCOUNT CITY AMOUNT REMODEL, FIRST 100 SF 101-0000-42400 0 $51.68 DESCRIPTION ACCOUNT CITY AMOUNT REMODEL, FIRST 500 SF PC 101-0000-42600 0 $141.36 Total Paid for REMODEL: $193.04 DESCRIPTION ACCOUNT CITY AMOUNT SMI - RESIDENTIAL 101-0000-20308 0 $1.04 Total Paid for STRONG MOTION INSTRUMENTATION SMI:' $1.04 DESCRIPTION ACCOUNT. CITY AMOUNT TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $200.08 torn >MMtototoz0m�1 D m m m 01 m m 0 z vc g-Im bgN006 y X O D p p m 0 0 0 0 rn CACnCI3CA(AC� Cn N -� O O O O O � I-' co iU � o u> to in cmi m N TT C7 O o p Ln o O O m= w c a z 0 .. -n -n p z m N Z n (J) C:) V n -I m z z co u u o v v v C) C) n 0 o r D D O T c 0_ r C) c 3 G) r z p D C) v z < r n r C � — 1l Cl) Cn < -D Cn D k) � C ` J CO o m O o o m n n n C m <n O o n X M v r v 0 yr O D v --i m 1 (n O r r Z '� -i -i ;Ll = ;V X - m C) 'o`c U) -i n n�v '- p-D+z >�z nm oDnS�T Z CC�CCzC- Z CD n ° �> o Cn om�o ��o,Z_o= Z nc�mc�t��m ��z ^ Cf) n e ---f- IT! m m C T G D y O0 W � Gu Dm� D cpm z�� X O CCmCC��Z Z7iC7X�7�7rC/) UJ Sv TT 0 v D D M o o 1 m 0 0 0DO —mI DDCADDy,�X 1= 0 �V zz� o G);0'u °z ,1 n mz c m y 2 to O rn C7 z p- � O m m a � J 0 0o� Cn ommZz��o —,1 �. o YL� -um y MM --A -u m--�-_ m 0m o �� F ITIm ZZ �0m 0� O U) U) M U) m N T p \ V /A L��V) OZ W CD r �1. z `' (nym z m K D D '� Z zr- 71 71 71 o 0 0 Z 0� DOz �; b b o 0 S v W D Z -i Cl) (n M i1J 0 o 0 r v a CC) D-4to (n Cn C) D m p � �7 CD ��. CD m= r r T r-0 Tp-n� D _/^� v 0 2 M o V, D E: -n C3 Om C r ���> , �. - n-I�r eta -6 �? `t . a = C: =sem '-. �1 r0 z m (- _= r� • CU Gi cT' .S °' ,� O _ Z y �` -c .K a U C7 3 0 ;0 C) Com n ® r- Cm ■ m om ?[ C� L C) tiG � `< cn '<T C.>z O cn a p O �' " '' T ®� M < D v, O (n o Ir m_ z m m m m m m D (n Vl N A 0 0 K 9 G) r 1 -1 m 2 -n x Com') P►7 IT7 M z, --I m -zl cn o m 6� rD- n� o c _) o o '70 O r Z A m� z� Z m Fri C ,�.� p m �C m� o O 0 rm- m p Z C iri D 3 ""' rn z M O z M (n ;u m ➢) c M W C) D n nmXm O p o to z of cn n n m m i1 D O O oD on o 0 Tt i C v n OS m D 1G�) r -'n t -l -I C Z n { -OI m rn O rn 1 m °z m ` A m D q D o �� x o z _q -._t E=� :e' C-7 ----r C) ren -Di rn m m z O m z O MZ D m z -mi 'M F A ,� x C"] O .� O z L7 z -+ o m M m m o -� o m n C � m m z m Z© A rm\r Z D y D A N. y_ D,, Iryi GO Z C -D-+ r A in O cn OT o n m0 -:. -Di '_ 0 Fn Om 0 0 M1CZZ y C d C/� o cn O zz xm r xx xx O O N m O N Z xx O m z { F'.: _ CT7 Tr S L _ cn N x m z x m M f5 _ n e� . •r t. c� `v z �j�k� ��Xcc ° C) _ ti. $ O s r. O o M 1 i z m 1 W r 3 I I I z I I c) CD Z z 3 O m m `� A S D z :U m 00 00 0 . m � �y o o �tyy O i3 c 0 z f3 m O s ,.4 mO m z i K z O z .5 m m A • m_ n z C D m K� m X Ill z :A C 3 2 O 1d J o � M c ? z.Z o, r'- <d9 ��p ;0 -1 v -i -4 1 -I O -n -1 m 2 �T' m 2 S 2 2 C) 2 pm mTm mmm n�m M �pv Sz(n c Z n '$' r� I^ Iv n v II .T° ID (gl w m m A .1 c m �1r�..� !z� >pod L, ® .Z1 m p j Z�G) M � K Z � y� O C m Z 0 C-- 1T�7 1�/'1�J1 rr � m-qmomgmM'moMoz0D D D o� `� \ � w :•'e •O �1wV1 rin O C O OT �m--Di-��Dmmmm� o Cu $c�� (n r�+V /�� -n 4.i� p.m.. VJ -i O D (� D Z m c T r Z M 0 = p D p m -i D O m —� z .-X-I o m 2 m .� Z m ,�mj ,Z] 'A r' ;(01 z Cn D W D O zp %U 3 z Z n 'o 0 o c: a---...",,'tet-[p''�) -n -{ m Z p m y2D m < Z p 2 D O '1 A r Cl) Z 2 Z m = r m _ O O m n 7, m w„�� .....-.-.Jy�/ C -t �a ^< m Z G� v -moi m _ .0 toD �(ID Ong X W 2S m Z v r o c zz�' Z m m z n m z r - O m m J r- C .ZJ C --1 -mi D �(- C O z p A D z D `� (: O� (n (IN Cj -OI f=T1 2_ M w M >C �C� O o -� > m -iD o m ? Z m O z C: 0 M 2 M z D n C) SO Naz z 0 Wo m m 1'1 oD r .� 2_ F=XM p� °im0) M U o -I OT M z -D --I � W D ('} X y m 2 D m 0 ovum mo c��cnvmpz^� 0 0Q — n�?Z ?Im^moo> D mzzmDm10 aWo \ Y < --q m -U CO X0--1 Z* -4D R D �F v�j M � p S m cn S c D O r (n (n D (7 rj)D c� A cn �� p z z qz m1Mo zOm-Dz-oxDoro �rmpmcD i 3 3- m m m m o O D 0 zXm �G) nOcmo Dm i G7 m ajf1 YY FQ v z m U) -1 2 C <'S D p O Z C m g m mil xW Oc�z �m� v'rD-m zO ccx omt M, zj �' zx Kc3Dyz m O z tnp r OD m Az m m 2 2 c c ED �y 9 b rx D { tDn m �1 0 o m �D �OFP� m mpm >0 > co o r D � C� rj (� R; m p `d m o O m z ° 00 o z z ��'�� z w �� m�� zp K0 c >° o �� z m q v r r - © O -1m O O D n m � m m c) � M m o o st O r� Z� ,(pzX D M0 v0 z� �F m `S z D m 0 9co\ W m D co 'n C } 2i33N�� r o `. m# NO. DATE CAD CHECK DESCRIPTION et Index, Designomw%A Repairs for it 0 12/09/16 NBD JHS FIRST ISSUE o RIMKUS M Criteria, Project McKinley Residence 13900 ALTON PKWY Q o n Notes and Symbols 81687 Desert Willow Drive SUITE 123 :RVINE, CA 92618 = La Quinta, California 92253 Tel: (714) 954-1912 IU) m = r D0 0- { m Cl) D T ---i Z 0 m `z D 1 0 o • . -I Fn z 0 C00 10 IIIA z �� 00 M. m 00 M D p O -� p v) 0 o D +G oil Norma $'-i 3 m D O � Z 5 > r m o �l M Z W x -0 m 0 - O � M z �rn � 41 o O cn z z m ,�tiy� X ®� ���� �O°m o p D p p O _n o� C-) C M Z -n Q° Cl) *v N o c OD _� a= c<—M j o O ® 0 W _ M —i > ISSUE N0. DATE UAD CHECKCK DESCRIPTION OVicinity m � � Plan & Repairs for RIMKUS 0 12109/161 BD JHS FIRST ISSUE m M McKinley Residence 13900 ALTON PKWY o, z Schematic Site Plan 81687 Desert Willow Drive SUITE 123 rn o = La Quinta, California 92253 IRVINE, CA 92618 7ee(714)954-1912 _.s STRUCTURAL NOTES - - GENERAL NOTES WOOD �1.,CONTRACTOR-SHALL FIELD .VERIFY.ALL.DIMENSIONS-AND.ACCESSIBILITY-PRIOR T0 -1 -ALL -WOOD MEMBERS SHALL BE DOUGLAS FIR (DF) OR LARCH GRADE MARKED BY BEGINNING WORK. ANY DISCREPANCIES FOUND SHALL BE BROUGHT TO THE RECOGNIZED GRADING AGENCY (WCLIB & WWPA) ATTENTION OF THE PROJECT ENGINEER. ANY NECESSARY ADJUSTMENTS SHALL 0.605 BE MADE PER PROJECT ENGINEER'S WRITTEN DIRECTION. 2• WOOD GRADES: 2. ALL DESIGN CHANGES SHALL BE SUBMITTED IN WRITING FOR REVIEW BY THE A. FOR HORIZONTAL MEMBERS: PROJECT ENGINEER. BEAMS & HEADERS: GRADE #1 0.895 ALL OTHERS: GRADE #2 3. ALL WRITTEN DIMENSIONS PER PLAN TAKE PRECEDENCE OVER SCALED B. FOR VERTICAL MEMBERS: DIMENSIONS. 2 X & LARGER STUDS: GRADE #2 4. CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES INVOLVED. POSTS: GRADE #1 5. ALL MATERIALS SHOWN OR CALLED FOR ON THESE PLANS SHALL BE INSTALLED 3. APA RATED SHEATHING CONFORMING TO APA STANDARD PS -1 AND PS -1 SHALL BE PER MANUFACTURERS RECOMMENDATIONS AND SPECIFICATIONS. USED FOR FLOOR, ROOF, AND WALL SHEATHING. OSB SHEATHING IS ACCEPTABLE 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED 4. NOTCHING AND BORING OF STUDS AND JOISTS SHALL BE PERMITTED ONLY AS PERMITS FOR THE PROPOSED WORK. DETAILED OR APPROVED BY THE ENGINEER. 7. THE COORDINATION OF ALL REQUIRED BUILDING DEPARTMENT INSPECTIONS IS S. ALL NAILING SHALL BE WITH COMMON NAILS, EXCEPT AS NOTED IN IBC TABLE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL MAKE 2304.9.1. EVERY EFFORT THROUGH PROPER AND TIMELY NOTIFICATION TO ENSURE THE REPAIR IS COMPLETED WITH MINIMAL DELAY FOR INSPECTIONS. 6.10d x 2 Ys COMMON NAILS CAN BE USED FOR ATTACHMENT OF PLYWOOD SHEATHING. 8. THE GENERAL CONTRACTOR SHALL DETERMINE FROM THE LOCAL BUILDING AUTHORITY, AT THE TIME THE BUILDING PERMIT IS OBTAINED, WHETHER ANY 7• ALL SILLS OR PLATES RESTING ON CONCRETE OR MASONRY, WHICH IS IN LETTERS OF CONSTRUCTION COMPLIANCE WILL BE REQUESTED FROM THE CONTACT WITH EARTH OR RESTING ON FOUNDATIONS, SHALL BE PRESSURE PROJECT ENGINEER. THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER TREATED DOUGLAS FIR. NEWLY EXPOSED SURFACES RESULTING FROM FIELD OF ALL SUCH REQUIREMENTS PRIOR TO THE START OF CONSTRUCTION. FOUR CUTTING, BORING OR HANDLING SHALL BE FIELD TREATED IN ACCORDANCE WITH DAY ADVANCE NOTICE SHALL BE GIVEN WHEN REQUESTING SITE VISITS AWPA M-4. NECESSARY AS THE BASIS FOR THE COMPLIANCE LETTER. THE GENERAL 8. BOLTS: ALL BOLT HOLES IN WOOD SHALL BE DRILLED 1/32" DIAMETER LARGER CONTRACTOR SHALL PROVIDE COPIES OF ALL THIRD -PARTY TESTING AND THAN NOMINAL BOLT DIAMETERS. BOLTS IN WOOD SHALL NOT BE LESS THAN 7 INSPECTION REPORTS TO THE PROJECT ENGINEER A MINIMUM OF ONE WEEK DIAMETERS FROM THE END AND 4 DIAMETERS FROM THE EDGE OF THE MEMBER. PRIOR TO THE DATE THAT THE COMPLIANCE LETTER IS NEEDED. THREAD PROJECTION SHALL BE 1/16 INCH MINIMUM. ALL NUTS SHALL BE 9. THE STRUCTURE HAS BEEN DESIGNED TO RESIST VERTICAL AND LATERAL FORCES TIGHTENED WHEN INSTALLED AND RE -TIGHTENED AT THE COMPLETION OF WORK AFTER THE CONSTRUCTION OF ALL STRUCTURAL ELEMENTS HAVE BEEN OR BEFORE CLOSING IN. COMPLETED. STABILITY OF THE STRUCTURE PRIOR TO COMPLETION IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THIS RESPONSIBILITY INCLUDES, BUT IS NOT LIMITED TO, JOB SITE SAFETY ERECTION MEANS, METHODS AND SEQUENCES; TEMPORARY SHORING, FORMWORK AND BRACING AND USE OF EQUIPMENT AND 9. MACHINE BOLT ANCHOR BOLTS SHALL BE ASTM A307, GRADE A, GALVANIZED. CONSTRUCTION PROCEDURES. THEY SHALL BE PROVIDED WITH FULL BODY DIAMETER AS FOLLOWS: 10 THE PROJECT ENGINEER FOR THIS PROJECT SHALL BE THE INDIVIDUAL WHO NOMINAL SIZE BODY OR SHANK DIAMETER SIGNS -AND STAMPS THE DRAWINGS: THIS PERSON SHALL ALSO BE DEFINED AS - - (INCHES) __ __ _(INCHES) - THE ENGINEER OF RECORD (EOR). MAX MIN DETAILED REPAIR PROCEDURE 1. PROVIDE TEMPORARY SHORING UNDER THE WALL TO BE REPAIRED 2. REMOVE DAMAGED AREAS OF WALL FRAMING. 3. REBUILD WALL FRAMING. 4. MAKE ALL COSMETIC REPAIRS TO THE INTERIOR AND EXTERIOR TO MATCH EXISTING INTERIOR AND EXTERIOR FINISHES. 112 0.500 0.515 0.482 5/8 0.625 0.642 0.605 3/4 0.750 0.768 0.729 7/8 0.875 0.895 0.852 1 1.000 1.022 0.976 A. ADOPTED FROM 818.2.1 B. BOLT DIAMETERS NOT INDICATED, REFER TO ASME 818.2.1 AND B18.2.6 C. THE AND SHANK OF A BOTL IS THE SMOOTH PORTION BETWEEN THE HEAD AND THE THREADS 10. LAG SCREWS: SHALL BE FULL BODY DIAMETER ACCORDINGIN TO ANSI B18.2.1. PRE -DRILL WITH A BIT SIZE OF 60% TO 75% OF THE SHANK DIAMETER FOR THE THREADED PORTION. LEAD HOLE TO BE THE SAME LENGTH AND DIAMETER AS THE UN -THREADED SHANK. LUBRICATE LAGS AND SCREW INTO PLACE. 11. WOOD SCREWS SHALL BE CUT THREAD ACCORDING TO ANSI Ell 8.6.1 12. WASHERS: ALL BOLT HEADS, LAG SCREWS AND NUTS BEARING ON WOOD SHALL HAVE STANDARD CUT WASHERS. WOOD (CONT -D) 13. ALL FRAMING ANCHORS, POST CAPS, BASESAP , HANGERS, STRAPS, ETC., SHALL BE AS MANUFACTURED BY "SIMPSON STRONG -TIE COMPANY" OR ENGINEER APPROVED EQUAL. SUBMIT LOAD COMPARISONS WITH CATALOG AND ICC REPORTS TO THE ENGINEER FOR APPROVAL. 14. TOP PLATES OF ALL WOOD STUD WALLS TO BE 2-2X MINIMUM (SAME WIDTH AS STUDS), LAP 48" (MINIMUM), WITH NOT LESS THAN 6-16D NAILS AT EACH LAP AND NOT MORE THAN 12" BETWEEN NAILS. 15. MOISTURE CONTENT OF WOOD AT TIME OF PLACING SHALL NOT EXCEED 19%. 16. OVER DRIVING OF NAILS THROUGH SHEARWALL, ROOF, OR FLOOR SHEATHING IS NOT ALLOWED. NAILS SHALL BE DRIVEN SO THAT THE HEADS ARE FLUSH WITH THE SURFACE OF SHEATHING. 17. MACHINE APPLIED NAILING: SUBJECT TO SATISFACTORY JOB SITE DEMONSTRATION FOR THIS PROJECT AND CONTINUED SATISFACTORY PERFORMANCE MAINTAINING EDGE DISTANCES AND WITHOUT OVERDRIVING NAILS. 18. WHERE ADJACENT WALLS ARE SHEATHED, PROVIDE SHEATHING OVER AND UNDER OPENINGS AND REMAINDER OF UNSHEATHED WALLS. 19. ANCHOR BOLTS, FASTENERS, NAILS, WOOD SCREWS, LAG SCREWS, BOLTS AND ALL OTHER CONNECTORS IN CONTACT WITH PRESERVATIVE TREATED OR FIRE -RETARDANT TREATED WOOD SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A-153, ASTM A-653 HOT DIPPED ZINC COATED GALVANIZED OR SHALL BE STAINLESS STEEL. FASTENERS OTHER THAN NAILS, WOOD SCREWS AND LAG SCREWS SHALL BE PERMITTED TO BE OF MECHANICALLY -DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM 8695, CLASS 55 MINIMUM. 20. WHEN HARDWARE THAT REQUIRES 10d x 1 1/2" NAILS IS INSTALLED OVER SHEATHING, THE LENGTH OF NAILS USED SHALL BE INCREASED BY THE THICKNESS OF THE SHEATHING. Wayn e8 Demi ' gs; / Igitelty signed by: Wayne 6 De ng/ N: CN- Wayne B Deming C US IdenTmst ACES Business Representative OU - RIMKUS:CONSULTING GROUP INC Date: 2018.12.09 07:30:58 -08'00'` C'ITY OF LA QUiNTP BUILDING & SAFETY DEPT. APPROVED TE QaoF 2 k'si` C/0- qrF of cAIJo0 12-24- WAYNE B DEMING P.E. # C-63603 W 1 (2 N O, • 3 N d � YoWwZ�W I J F O lam2 cn 0 F LU a T U y U) !� W LL OZ w Y w Z U Quo 01T w m g N U M > to CNrn O� p` •Co 3m 0 �E Vw • (d ami co CL N o =° c 00 'g (DO �; co J U L U L A� co 06 i--' O (,a z N fC V CA :W8D CHECK: JH #: 71805260 DATE: 12/09/2016 SO.2 I i V C vi n` Cr l z o w p r W Z N m Q 0 D oz C) ozo Mao J 0 = D z CD a a= z mnpa oom�DO 3 z �R XCL as0 F- n Z 0-4 n rri Z Z 4�p P CD V0Amm ?r O - m 0 Zn m Z Cp z I m 0 n 1 D�D z n n C) P. � CO Z Oro -124 n Z 0 m 5 N N m 0 I m y 0 0vy t inn D Z 0 v) V'og r o So ZO) A N o x 4 O m� 8M _� Z O S O- Ci I O r � m v 3 y`$ m 0= � n C C v C m j m 0 D 0 O c S D0 } m � I O29,m.14 0 n m m 06 C.1 m r CCMZO W O 9 Zm m m i I m cn m 3z z C O X _ ----)Z; -A i o00_9 r G) r A A W N, ZWC i v V m + Z oO w 9 j; A Orm -� m 0 ZzpZ m mI E _ wXnD mc) < m C/) ® my O C) ->� Co Tor a <mo ! zDo n� �N =OD W b33 ® I XZ r D r 43 m _ � l o g C') N # Structural Notes Repairs for McKinley Residence w (Cont'd) 81687 Desert Willow Drive x fn La Quinta, California 92253 V C vi n` Cr l z o w p r W Z N m Q 0 D n zm i (� O 0 = D z O :• iOmm z oom�DO m n 0-4 n rri m N o m z i o o - zcOT C 0 Zn ~ 0 n 1 D�D z m m ' °° m = 3 D z v a vii c t inn D Z — m -1 C O n o o x Z O to x 0 G) � w O 2 OD x 4 � m v m C) x �o j m 0 D 0 o O cc i m Z C) N m 3 Ca I � N C i CO) 10 i v V D:. 12/09/16 r t. m c I.: G J�4 ISSUE CHECK DESCRIPTION JHS FIRST ISSUE RI M KU 8; 13900 ALTON PKWY r SUITE 123 1 IRVINE• CA 92618 r Tel: p14) 954.1912 t' ) I FENER SCHEDULE FOR STRUCTURAL MEMBERS ( R602. 3(C) IRC TABLE R6023(C) & IBC TABLE 2 R 304.9.1) ITEM - - DESCRIPTION OF BUILDING ELEMENT NUMBER a'b'` OF FASTENERS SPACING OF FASTENERS/LOCATION ITEM ROOF 7NUMBER OF FASTENERS EDGES I INTERMEDIATE SUPPORTS I. _ ,-BLQCKING.BETWEEN JOISTS OR RAFTERS TO TOP -PLATE, TOE NAIL -3-8d - 2. CEILING JOIST TO PLATE, TOE NAIL. 3-8d - 3' CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, LAPS OVER PARTITIONS, FACE NAIL. 3-16d - 4. COLLAR TIE TO RAFTER, FACE NAIL OR 1 1/4" X 20 GAGE RIDGE STRAP 3-10d - 5. RAFTER OR ROOF TRUSS TO PLATE, TOE NAIL. 3-10d 2 TOE NAILS ON ONE SIDE AND) 1 TOE NAIL ON THE OPPOSITE 6 ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS: TOE NAIL FACE NAIL. 4-16d 3-16d - 7. CEILING JOISTS, LAPS OVER PARTITIONS. 3-16d FACE NAIL 8. CEILING JOISTS TO PARALLEL RAFTERS. 3-16d FACE NAIL 9. JACK RAFTER TO HIP. 3-10d TOE NAIL 2-16d FACE NAIL 10. ROOF RAFTER TO 2 -BY RIDGE BEAM. 2-16d TOE NAIL 2-16d FACE NAIL 11. JOIST TO BAND JOIST. 3-16d FACE NAIL WALL 12- BUILD-UP STUDS -FACE NAIL. 10d 24" o.o. 13. ABUTTING STUDS AT INTERSECTION WALL CORNERS, FACE NAIL. 16d 12" O.C. 14. BUILT-UP HEADER, TWO PIECES WITH 1/2" SPACER. 16d 16" O.C. ALONG EACH EDGE 15. CONTINUED HEADER, TWO PIECES. 16d 16" O.C. ALONG EACH EDGE 16. CONTINUOUS HEADER TO STUD, TOE NAIL 4-8d - 17. DOUBLE STUDS, FACE NAIL. 10d 24" O.C. 18. DOUBLE TOP PLATES, FACE NAIL 10d 24" O.C. 19' DOUBLE TOP PLATES, MINIMUM 24 -INCH OFFSET OF END JOINTS, FACE NAIL IN LAPPED AREA. 8-16d _ 20. SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d 16" O.C. 21. SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANELS. 3-16d 16" O.C. 22. STUD TO SOLE PLATE, TOE NAIL 3-8d or 2-16d - 23. TOP OR SOLE PLATE TO STUD, END NAIL 2-16d - 24. TOP PLATES, LAPS AT CORNER AND INTERSECTIONS, FACE NAIL 2-10d - 25. 1" BRACE TO EACH STUD AND PLATE, FACE NAIL 2-8d - 26. 1" X 6" SHEATHING TO EACH BEARING, FACE NAIL. 2-8d - 27. 1" X 8" SHEATHING TO EACH BEARING, FACE NAIL 2-8d - 28. WIDER THAN 1" X 8" SHEATING TO EACH BEARING, FACE NAIL 3-8d - FLOOR 29.- JOIST TO SILL OR GIRDER, TOE NAIL. - 3-8d - - 30. RIM JOIST TO TOP PLATE, TOE NAIL.(ROOF APPLICATIONS ALSO.) 8d 6" O.C. 31. RIM JOIST OR BLOCKING TO SILL PLATE, TOE NAIL. 8d 6" O.C. 32. 1" X 6" SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL. 2-8d - 33. 2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL 2-16d - 34. 2" PLANKS (PLANK & BEAM - FLOOR & ROOF). 2-16d AT EACH BEARING 35. BUILD-UP GIRDERS AND BEAMS, 2 -INCH LUMBER LAYERS. 10d NAIL EACH LAYER AS FOLLOWS: 32" O.C. AT TOP AND BOTTOM STAGGERED. TWO NAILS AT ENDS AND AT EACH SPLICE. 36. LEDGER STRIP SUPPORTING JOISTS OR RAFTERS. 3-16d AT EACH JOIST OR RAFTER. 37. BRIDGING TO JOIST. 2-8d TOENAIL EACH END A. ALL NAILS ARE SMOOTH -COMMON, BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED. NAILS USED FOR FRAMING AND SHEATHING CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YEILD STRENGTHS AS SHOWN: 80 KSI FOR SHANK DIAMETER OF 0.192 INCH (20D COMMON NAIL), 90 KSI FOR SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER THAN 0.177 INCH, AND 100 KSI FOR SHANK DIAMETERS OF 0.142 INCH OR LESS. B. NOT USED. C. NAILS SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR GREATER. D. FOUR -FOOT BY EIGHT -FOOT OR FOUR -FOOT BY NINE -FOOT PANELS SHALL BE APPLIED VERTICALLY. E. SPACING OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE 2304.9.1 OF THE INTERNATIONAL BUILDING CODE. F. FOR REGIONS HAVING BASIC WIND SPEED OF 110 MPH OR GREATER, AND MEAN ROOF HEIGHT IS MORE THAN 25 FEET, UP TO 35 FEET MAXIMUM, 8D DEFORMED NAILS SHALL BE USED FOR ATTACHING PLYWOOD AND WOOD STRUCTURAL PANEL ROOF SHEATHING TO FRAMING WITHIN MINIMUM 48 -INCH DISTANCE FROM GABLE END WALLS. G. FOR REGIONS HAVING BASIC WIND SPEED OF 100 MPH OR LESS, NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO GABLE END WALL FRAMING SHALL BE SPACED 6 INCHES ON CENTER. WHEN BASIC WIND SPEED IS GREATER THAN 100 MPH, NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL BE SPACED 6 INCHES ON CENTER FOR MINIMUM 48 -INCH DISTANCE FROM RIDGES, EAVES AND GABLE END WALLS; AND 4 INCHES ON CENTER TO GABLE END WALL FRAMING. H. GYPSUM SHEATHING SHALL CONFORM TO ASTM C 1396 AND SHALL BE INSTALLED IN ACCORDANCE WITH GA 253. FIBERBOARD SHEATHING SHALL CONFORM TO ASTM C 208. I. SPACING OF FASTENERS ON FLOOR SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING AND AT ALL' FLOOR PERIMETERS ONLY. SPACING OF FASTENERS ON ROOF SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTE[ BY FRAMING MEMBERS AND REQUIRED BLOCKING. BLOCKING OF ROOF OR FLOOR SHEATHING PANEL EDGES MEMBERS NEED NOT BE PROVIDED EXCEPT AS REQUIRED BY OTHER PROVISIONS SHOWN ON THESE DRAWI GS �o� A� INT SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. V L/ Vl �J J. WHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLELL CEILING JOIST IN ACCORDANCE WITH THIS SCH DU��T�MRNTP� ED �. SIDE OF THE RAFTER AND TOE NAILS FROM THE CEILING JOIST TO TOP PLATE IN ACCORDANCE WITH THIS SC ED OPPOSITE SIDE OF THE RAFTER SHALL NOT BE REQUIRED. i FOR CONSTRUCTION /US/= igitally signed by: Wayne B DN: CN = Wayne B Deming CdenTrusl ACES Business epresenla8ve OU = RIMKUS CONSULTING GROUP INC ate: 2016.12.09 07:35:05 C 03 .09/ C10- q�F OF Cpl%_k �z -z�- WAYNE 8 DEMING P.E. # C-63603 w LL 0 N V WM >Lp rn L 'E •:Q ami U r Q n a) m Ym� J cU G 5 Q� i L C (1) 0 lL CAD:WBD CHECK: JH JOB #: 71805260 DATE: 12/09/2016 SOA _ . SPACING OF FASTENERS ITEM DESCRIPTION OF BUILDING ELEMENT 7NUMBER OF FASTENERS EDGES I INTERMEDIATE SUPPORTS WOOD STRUCTURAL PANELS, SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLEBOARD WALL SHEATHING TO FRAMING. 6d COMMON (SUBFLOOR,WALL)I 38 3/8" -112" 8d COMMON (ROOF) 6 12g 39. 19/32" -1" 8d COMMON 6 12 40. 1 1/8" x 1 1/4 10d COMMON OR!' 6 8d DEFORMED 12 OTHER WALL SHEATHING 1/2" STRUCTURAL CELLULOSIC 1 1/2" GALVANIZED 41. FIBERBOARD SHEATHING ROOFING NAIL 3 6 25/32" STRUCTURAL CELLULOSIC 13/4" GALVANIZED 4?• FIBERBOARD SHEATHING ROOFING NAIL 3 6 1 1/2" GALVANIZED 43. 1/2" GYPSUM SHEATHING ROOFING NAIL 7 7 1 1/4" SCREW, TYPE W OR S '1 314" UALVANILEU qq 5/8" GYPSUM SHEATHING ROOFING NAIL 7 7 15/8" SCREW, TYPE W OR S WOOD STRUCTURAL PANELS,COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING 45. 3/4" AND LESS 6d DEFORMED 6 12 8d COMMON 46. 7/8" _ 18d DEFORMED" 6 12 8dCOMMON 47. 1 1/8" - 1 1/4" 8d DEFORMED 10d 10d COMMON 12 A. ALL NAILS ARE SMOOTH -COMMON, BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED. NAILS USED FOR FRAMING AND SHEATHING CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YEILD STRENGTHS AS SHOWN: 80 KSI FOR SHANK DIAMETER OF 0.192 INCH (20D COMMON NAIL), 90 KSI FOR SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER THAN 0.177 INCH, AND 100 KSI FOR SHANK DIAMETERS OF 0.142 INCH OR LESS. B. NOT USED. C. NAILS SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR GREATER. D. FOUR -FOOT BY EIGHT -FOOT OR FOUR -FOOT BY NINE -FOOT PANELS SHALL BE APPLIED VERTICALLY. E. SPACING OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE 2304.9.1 OF THE INTERNATIONAL BUILDING CODE. F. FOR REGIONS HAVING BASIC WIND SPEED OF 110 MPH OR GREATER, AND MEAN ROOF HEIGHT IS MORE THAN 25 FEET, UP TO 35 FEET MAXIMUM, 8D DEFORMED NAILS SHALL BE USED FOR ATTACHING PLYWOOD AND WOOD STRUCTURAL PANEL ROOF SHEATHING TO FRAMING WITHIN MINIMUM 48 -INCH DISTANCE FROM GABLE END WALLS. G. FOR REGIONS HAVING BASIC WIND SPEED OF 100 MPH OR LESS, NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO GABLE END WALL FRAMING SHALL BE SPACED 6 INCHES ON CENTER. WHEN BASIC WIND SPEED IS GREATER THAN 100 MPH, NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL BE SPACED 6 INCHES ON CENTER FOR MINIMUM 48 -INCH DISTANCE FROM RIDGES, EAVES AND GABLE END WALLS; AND 4 INCHES ON CENTER TO GABLE END WALL FRAMING. H. GYPSUM SHEATHING SHALL CONFORM TO ASTM C 1396 AND SHALL BE INSTALLED IN ACCORDANCE WITH GA 253. FIBERBOARD SHEATHING SHALL CONFORM TO ASTM C 208. I. SPACING OF FASTENERS ON FLOOR SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING AND AT ALL' FLOOR PERIMETERS ONLY. SPACING OF FASTENERS ON ROOF SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTE[ BY FRAMING MEMBERS AND REQUIRED BLOCKING. BLOCKING OF ROOF OR FLOOR SHEATHING PANEL EDGES MEMBERS NEED NOT BE PROVIDED EXCEPT AS REQUIRED BY OTHER PROVISIONS SHOWN ON THESE DRAWI GS �o� A� INT SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. V L/ Vl �J J. WHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLELL CEILING JOIST IN ACCORDANCE WITH THIS SCH DU��T�MRNTP� ED �. SIDE OF THE RAFTER AND TOE NAILS FROM THE CEILING JOIST TO TOP PLATE IN ACCORDANCE WITH THIS SC ED OPPOSITE SIDE OF THE RAFTER SHALL NOT BE REQUIRED. i FOR CONSTRUCTION /US/= igitally signed by: Wayne B DN: CN = Wayne B Deming CdenTrusl ACES Business epresenla8ve OU = RIMKUS CONSULTING GROUP INC ate: 2016.12.09 07:35:05 C 03 .09/ C10- q�F OF Cpl%_k �z -z�- WAYNE 8 DEMING P.E. # C-63603 w LL 0 N V WM >Lp rn L 'E •:Q ami U r Q n a) m Ym� J cU G 5 Q� i L C (1) 0 lL CAD:WBD CHECK: JH JOB #: 71805260 DATE: 12/09/2016 SOA W old I < 's (E) WALL FRAMING (TO REMAIN) ui F,� z co) cr 0 ul w a III I LU D c') W m III I I oz III I Z24 F -LII III - m (E) ROOF JOISTS (TO REMAIN) (D w NEW GARAGE DOOR OfIII 0CN 41 0 a) �7 1 40— C-1) 3: co (BY OTHERS) O.E NLu 1 0 L cli 7E co cy III I II (o III I ii 01-Gll I ii Wayne 6x6 FULL HEIGHT POSTS w/ Y Dem; -SDS2.5",i�� c 11 signal Oy. Wayne W. CN VY IdenTAist ACES cu cu III I SIMPSON "DTT2Z 3usl- Repr-tative OU =RIM, CONSULTING G 0! Uc. ROUP (E) ROOF EDGE (E) WALL FRAMING (TO REMAIN) (E) FENCE (TO REMAIN) North: PARTIAL ROOF PLAN PARTIAL FOUNDATION PLAN SCALE: 3/8" = V-0" SCALE: 3/8" = V-0" Met = LL :3 cu r. v VUL-ul k i 1 11 —9AQ-NBDj CHECK JH JOB #: 71805260 ;Ry DATE: 12/09/2016 S1.0 FC V ?-'+ I WAYNE B DEMING P.E. # C-63603 (E) CONT. DBL— \ TOP PLT & SHEAR TRANSFER E.N TRANSFER CONNECT TOP OF (N) WALL FRAMING TO (E) CONT. DBL TOP PLT W/ SIMPSON A35 CLIPS, EA. SIDE TYP. E.N. CONT. 3x BLOCKING. PLY (OR OSB) PER 1/S2.0 — SECTION SCALE: 1" = l' -O" (E) E.N. (E) ROOF SHEATHING \ (TO REMAIN) — \(E) ROOF FRAMING �(TO REMAIN) CONNECT TOP OF (N) WALL FRAMING TO (E) CONT. D8L ! I TOP PLT W/ SIMPSON A34 CLIPS, EA. SIDE TYP. \ / I NON-BEARING STUDS V I PER 1/S2.0 (E) BM. PER PLAN, BEYOND / \ (TO REMAIN) =14isluu X �Q OD ZW J UD U)w _ ZQf �m BORED HOLE = d/3 MAX d=STUD WIDTH TYPICAL HOLES IN WOOD STUDS NTS NOTE: LARGER HOLES MUST BE APPROVED BY THE PROJECT ENGINEER. "FULL=HEIGHT - -. : - - - 15/32" STRUCT-1 PLY (OR OSB) W/ 10d @ 6" O.C. E.N. & 12" O.C. F.N., TYP. 00 HOLDOWN AT POST oo PER PLAN FASTENED TO THE (E) 1/2" oo DIA. HOLDOWN ANCHOR BOLTS CONT. 3x6 D.F.P.T E.N. SILL PLT FASTENED TO THE TWO (E) 5/8" DIA. ANCHOR BOLTS NOTE: REUOE (E) 1/4)(3IX3 PLT WASHERS AT THESE LOCATIONS (E) CONCRETE SLAB -ON -GRADE (TO REMAIN) w 0 J F V 0 0 dII=i SECTION SCALE: 1" = 1'-0" L /1 •C N Q C) 04 `+-- co 3 a 'c tq L 3: to— (E) (E) CONC. FOOTING`0 (f0 REMAIN) aQ a c 1,3/4" J 2x4 FULL -HEIGHT CU C NON-BEARING STUDS CITY OF @ 16" O.C. BUILDING & CONT. 2x4 D.F.P.T APPROVED SILL PLT W/ 5/8" DIA. FORCONE t:TUyDEPj A36 THREADED ROD DATE y.' ANCHOR BOLT AT 8" FESS/pN BSA FROM EA. END. SET ROD IN EPDXY PER NOTES ON J SHEET S0.3 (EFFECTIVE EMBED = 4 1/4") (E) CONC. HARDSCAPE (TO REMAIN) o w 0 J F V 0 0 dII=i SECTION SCALE: 1" = 1'-0" L /1 •C N Q C) 04 `+-- co 3 a 'c tq L 3: to— (E) (E) CONC. FOOTING`0 (f0 REMAIN) aQ a c Lu c Im 11 Wayne ° C D CHECK: JH Demipp/ * * JOB #: 71805260 9tauysl9neaey waynse/�m9ggqg� c/�/��. \� DATE: 12/09/2016 N.CN=Wayne B Dem. �l($O=IdenTrust ACES qrF OF CA��FO� j uainess Represen. .OU=RI KUS CONSULTING ROUPINC ! eta: 2�^7 2018.12.09 07:61:24-0 n ^2.O 5'00' L ` I J L WAYNE B DEMING P.E. # C-63603 '9 I.L � � C7 J CU C CITY OF BUILDING & APPROVED FORCONE t:TUyDEPj DATE y.' FESS/pN BSA Lu c Im 11 Wayne ° C D CHECK: JH Demipp/ * * JOB #: 71805260 9tauysl9neaey waynse/�m9ggqg� c/�/��. \� DATE: 12/09/2016 N.CN=Wayne B Dem. �l($O=IdenTrust ACES qrF OF CA��FO� j uainess Represen. .OU=RI KUS CONSULTING ROUPINC ! eta: 2�^7 2018.12.09 07:61:24-0 n ^2.O 5'00' L ` I J L WAYNE B DEMING P.E. # C-63603 Iain rr pity of La Quinta Building &T Safety Division Permit ,# 78-495 Calle Tampico _ b Quinta, CA 92253 - (760) 777-701,2 Building Permit Application and Tracking Sheet 1 Project Address- Vi9,- 7 Qt { e r ¢ /; /(v h, �i. ( Owncr's Name: n.Ofti /v( � rn A. P. Number: Zddress: /6,f7 Legal Description:�Ci, ST, Zip: + f- ty, n Cowntra ct r• tt o �T�e < le ho e• �y ►� 9 S. t; 9 2 Address:3 4 �/, c' A9�. , 4,jr- � � �- roject Description: le IlAMC.,' �e_' City- ST, Zip: /1 slit �(;'.eC df� g 2 S� 7S .t G �✓ci �� T5, q i -Q e *TeleP one.eS%6 2— o 0 LState Lic. # : fr / G ry 3 . City Lic #; / �'4 4 Arch., Engr., Designer. /,+/a ,t Q1,,,� Address: 4f°p rcity, ST, Zi p: -( 1 .4%%t 4G C� 2/Dy ele h one: TP / L aneY Construction Type: Occupancy: : Sae t t Lic. #k Project type (circle one): New Add'n Alter Repair'. Demo. 4NN�4of Contact Person: � Sq. Ft.: # Stories: # Units: �el phone # of Contact Person: Estimated Value of Project: ppo APPLICANT: DO NOT WRITE BELOW THIS LINE N Submittal Rcq'd Rec'd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Cafes. Called Contact Person Plan Check Balance. Title 24 Cales. Plans picked up Construction ' Flood plain plan Plans resubmitted Mechanical Grading plan 2°' Revicw, ready for corrcctions/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- ''d Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. \1'ks- Appr Dale of permit issue school Fees, . I Total Permit Fees