The URL can be used to link to this page

Griffin Ranch TR 32879 BTCP2017-0006 SFD x9 2016 Code UpdateProject Details PROJECT NUMBER owsw lit"of La Qu i nta BTCP2017-0006 O F Tt�" Description: GRIFFIN RANCH / 2016 CODE UPDATE SFD X 9 Status: ARCHIVED Type: TRACT RESIDENTIAL CONSTRUCTION PLAN Status Date: Subtype: STANDARD Applied: 6/9/2017 Address: 81181 MERV GRIFFIN WY Approved: 8/28/2017 City, State, Zip: LA QUINTA,CA92253 Closed: Project Manager: JAKE FUSON Expired: Details: GRIFFIN RANCH / 2016 CODE UPDATE. SFD x 9 - PLANS 1, 1X, 2, 3, 4, 5, 6, 7 & 8. [VB/RES-3/CLASS A-FR/13D] 2016 CALIFORNIA BUILDING CODES. PLAN 1 - 2,967 SF PLAN 1X - 3,271 SF PLAN 2 - 3,314 SF PLAN 3 - 3,475 SF PLAN 4 - 3,818 SF PLAN 5 - 4, 154 SF PLAN 6 - 4, 172 SF PLAN 7 - 4,700 SF PLAN 8 - 4,820 SF 10 DAYS REVIEWS ACTIONS INSPECTIONS CONDITIONS 1 CASE OPEN OPEN COMPLETED CHRONOLOGYTYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES THE BELMONT AND PIMLICO SERIES BTCP2017-0001 AND BTCP2017-0002 ARE NO LONGER BEING USED UNDER THOSE NAMES. LENNAR BROUGHT IN NEW PLANS, GRIFFIN RANCH 1ST PC SUBMITTAL MARY FASANO 6/9/2017 6/12/2017 2017. 1 SENT THE BELMONT AND PIMLICO PLANS TO YOUNG RECEIVED FOR REFERENCE SINCE THEY WERE ALREADY PLAN CHECKED AND NOW BEING INCORPORATED INTO THE NEW 2017 PLANS. Printed: Monday, March 20, 2023 9:47:14 AM 1 of 9 CENTRALSQUARE Project Details PROJECT NUMBER -ows� City of La Quinta BTCP2017-0006 NO PLANNING REVIEW SCHEDULED AT TIME OF SUBMITTAL. A REVIEW WAS SCHEDULED FOR PLANNING STAFF ON 6/30/2017. NON-STURCTURAL AND STRUCTURAL BUILDING REVIEWS ARE COMPLETED AND READY FOR CORRECTIONS. BECAUSE THE PLANNING DIVISION REVIEW IS NOT COMPLETE, THE APPLICANT MUST SUBMIT A SET OF PLANS NOTE JAKE FUSON 7/3/2017 7/3/2017 FOR THE PLANNING DIVISION TO REVIEW AT THE TIME THE 1ST REVIEW STRUC & N/S PLANS ARE PICKED UP BY APPLICANT. APPLICANT ELECTS TO MOVE FORWARD AT THEIR OWN RISK. ADDITIONALLY, AN APPLICATION FORM MUST BE COMPLETED AND SUBMITTED WITH THE 2ND SUBMITTAL AS NO APPLICATION WAS PREVIOUSLY SUBMITTED. SPOKE WITH SCOTT MCFARREN REGARDING PLAN REVIEW. NO PLANNING REVIEW SCHEDULED AT TIME OF SUBMITTAL. A REVIEW WAS SCHEDULED FOR PLANNING STAFF ON 6/30/2017 DUES 7/14/17. NON-STURCTURAL AND STRUCTURAL BUILDING REVIEWS ARE COMPLETED AND PHONE CALL JAKE FUSON 7/3/2017 7/3/2017 READY FOR CORRECTIONS. BECAUSE THE PLANNING DIVISION REVIEW IS NOT COMPLETE, NOTIFIED SCOTT THAT HE MUST SUBMIT A SET OF PLANS FOR THE PLANNING DIVISION TO REVIEW AT THE TIME THE 1ST REVIEW STRUC & N/S PLANS ARE PICKED UP BY APPLICANT. HE AGREED TO MOVE FORWARD AT HIS OWN RISK. 1ST PC PICKED UP STEPHANIE SWANSTROM 7/5/2017 7/5/2017 PICKED UP BY SCOTT MCFERRIN 2ND PC SUBMITTAL MARY FASANO 7/24/2017 7/24/2017 RECEIVED NOTIFIED SCOTT MCFERRAN THAT PLAN REVIEW WAS COMPLETE AND BOTH BUILDING AND PLANNING DIVISIONS PHONE CALL JAKE FUSON 8/8/2017 8/8/2017 HAD CORRECTIONS. NOTIFIED HIM THAT PLANS ARE READY FOR PICKUP AND LEFT MY CONTACT INFO TO FIELD ANY QUESTIONS. NOTE MARY FASANO 8/14/2017 8/14/2017 CONTRACTOR CAME IN AND SLIP SHEETED THE PLANS. SET UP A ONE WEEK REVIEW FOR N/S AND PLANNING Printed: Monday, March 20, 2023 9:47:14 AM 2 of 9 CENTRALSQUARE Project Details PROJECT NUMBER -ows� City of La Quinta BTCP2017-0006 FIL NOTIFIED SCOTT MCFERRAN THAT PLANS WERE APPROVABLE BY THE BUILDING DIVISION BUT PLANNING DIVISION WILL NOT BE GRATED UNTIL THE APPEAL PROCESS (OF 15 DAYS) HAS BEEN CONCLUDED. AFTER A DISCUSSION WITH B. PHONE CALL JAKE FUSON 8/22/2017 8/22/2017 HANADA, A CONDITIONAL APPROVAL WILL BE GRANTED TO PULL PERMITS FOR THE MODEL HOMES, WHICH DO NOT INCLUDE THE PLAN TYPE IN QUESTIONS (PLAN TYPE 3). WHEN PLANNING DIVISION HAS GRANTED THEIR APPROVAL, SEQUENCE SHEETS MAY BE SUBMITTED AND PERMITS OBTAINED UNDER THIS PROJECT. NOTE CARLOS FLORES 9/2/2017 9/2/2017 APPEAL PERIOD FOR PLAN 3 MBA IS OVER AND NO APPEAL RECEIVED. NOTE ARMANDO MAGALLON 9/15/2017 9/15/2017 FIRE PERMITS LINKED TO THIS PERMIT FSS2017-0037 TO 0045 APPLICANT BROUGHT INCOMPLETE SUBMITTAL 9/15/2017 (MISSING STRUCTURAL CALCS). APPLICANT SAID THEY COULD MAIL IN STRUCTURAL CALCS, I TOLD THEM I WOULD HOLD THE PLAN AND PROCESS ONCE I RECEIVED CALCS. CALCS NOTE ARMANDO MAGALLON 9/19/2017 10/13/2017 WERE RECEIVED 9/18/2017 IN THE AFTERNOON I WILL BEGIN PROCESSING 9/19/2017 AND SEND OUT. NEW BTCP NUMBER WILL BE CREATED FOR CODE UPDATE REV 1. CONDITION DATE DATE DATE CONTACT STATUS REMARKS NOTES TYPE ADDED REQUIRED SATISFIED DO NOT ISSUE PERMITS FOR PLAN TYPE 3 GEN - A NULL 8/22/2017 PENDING DWELLINGS UNTIL FINAL PLANNING DIVISION APPROVAL IS GRANTED. NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT LENNAR HOMES - SHELLY JORDAN 980 MONTECITO CORONA CA 92879 (951)817-3526 shelly.jordan@lennar.c om Printed: Monday, March 20, 2023 9:47:14 AM 3 of 9 CENTRALSQUARE Project Details PROJECT NUMBER -ows� City of La Quinta BTCP2017-0006 NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL ARCHITECT THE MCKINLEY ASSOCIATES INC. 1818 FIRST AVE STE. SAN DIEGO CA 92101 (951)817-3526 200 CONTRACTOR LENNAR HOMES OF CALIFORNIA INC 25 ENTERPRISE ALISO VIEJO CA 92656 (951)817-3526 lennar@lennar.com DEVELOPER LENNAR HOMES OF CALIFORNIA INC OUTSIDE CITY LIMITS (951)817-3526 ENGINEER GOUVIS ENGR CONSULT GROUP INC OUTSIDE CITY LIMITS (951)817-3526 OWNER IOTA GRIFFIN 4675 MACARTHUR CT NEWPORT CA 0 (951)817-3526 NO 1550 BEACH PRIMARY LENNAR HOMES -SHELLY JORDAN 980 MONTECITO CORONA CA 92879 (951)817-3526 shelly.jordan@lennar.c CONTACTI I I I I I Iom PROJECT LENNAR HOMES - SHELLY JORDAN 980 MONTECITO CORONA CA 92879 (951)817-3526 shelly.jordan@lennar.c MANAGER om s• a, CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY 101-0000-42600 ($10.00) ($10.00) 7/18/17 OFFSET OFFSET AOR 101-0000-42600 ($950.00) ($950.00) 7/18/17 OFFSET OFFSET AOR 101-0000-42600 ($540.00) ($540.00) 8/17/17 OFFSET OFFSET JFU HOURLY CHARGE - CITY 101-0000-42600 5 $540.00 $540.00 8/17/17 DEPOSIT DEPOSIT JFU BUILDING STAFF HOURLY CHARGE - CITY 101-0000-42600 0 $220.00 $220.00 8/28/17 MR470 BTCP2017- CREDIT LENNAR HOMES OF MFA BUILDING STAFF 0006 CARD CALIFORNIA INC HOURLY CHARGE - CITY 101-0000-42600 1.5 $228.00 $228.00 8/28/17 MR470 BTCP2017- CREDIT LENNAR HOMES OF MFA BUILDING STAFF 10006 CARD CALIFORNIA INC HOURLY CHARGE - CITY 101-0000-42600 1 $152.00 $152.00 8/28/17 MR470 BTCP2017- CREDIT LENNAR HOMES OF MFA BUILDING STAFF I 10006 CARD CALIFORNIA INC HOURLY CHARGE - YES 101-0000-42600 0.25 $10.00 $10.00 7/18/17 DEPOSIT DEPOSIT AOR ADMINISTRATIVE STAFF Printed: Monday, March 20, 2023 9:47:14 AM 4 of 9 CENTRALSQUARE Project Details PROJECT NUMBER -ows� City of La Quinta BTCP2017-0006 O F Tt�" CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY HOURLY CHARGE - YES 101-0000-42600 0.25 $10.00 $10.00 8/28/17 MR470 BTCP2017- CREDIT LENNAR HOMES OF MFA ADMINISTRATIVE STAFF 0006 CARD CALIFORNIA INC HOURLY CHARGE - YES STRUCTURAL PLAN 101-0000-42600 10 $950.00 $950.00 7/18/17 DEPOSIT DEPOSIT AOR REVIEW ENGINEER HOURLY CHARGE - YES STRUCTURAL PLAN 101-0000-42600 2 $190.00 $190.00 8/28/17 MR470 BTCP2017- CREDIT LENNAR HOMES OF MFA 0006 CARD CALIFORNIA INC REVIEW ENGINEER Total Paid for BUILDING STAFF - PER HOUR: $800.00 $800.00 BUILDING TRACT RESIDENTIAL 101-0000-42600 1 $1,500.00 $1,500.00 6/9/17 R25623 1 CREDIT LENNAR HOMES OF TSA CONSTRUCTION PLAN CARD CALIFORNIA INC DEPOSIT Total Paid for BUILDING TRACT RESIDENTIAL $1,500.00 $1,500.00 CONSTRUCTION PLAN DEPOSIT: Credit Card Fee 101-0000-43505 0 $14.40 $14.40 8/28/17 MR470 BTCP2017- CREDIT LENNAR HOMES OF MFA 0006 CARD CALIFORNIA INC Credit Card Fee 101-0000-43505 0 $46.10 $46.10 6/9/17 R25623 1 CREDIT LENNAR HOMES OF TSA CARD CALIFORNIA INC Total Paid for Credit Card Fee: $60.50 $60.50 FIRE NEW RESIDENTIAL 101-0000-22811 0 $1,056.00 $1,056.00 6/9/17 R25623 1 CREDIT LENNAR HOMES OF TSA -TRACT CARD CALIFORNIA INC Total Paid for FIRE NEW RESIDENTIAL - TRACT: $1,056.00 $1,056.00 TECHNOLOGY 502-0000-43611 0 $5.00 $5.00 6/9/17 R25623 1 CREDIT LENNAR HOMES OF TSA ENHANCEMENT FEE CARD CALIFORNIA INC Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 INSPECTION TYPE I INSPECTOR I SCHEDULED I COMPLETED I RESULT REMARKS NOTES Printed: Monday, March 20, 2023 9:47:14 AM 5 of 9 CENTRALSQUARE Project Details PROJECT NUMBER -ows� City of La Quinta BTCP2017-0006 DATE I DATE RETURNED REVIEW TYPE REVIEWER SENT DATE DUE DATE STATUS REMARKS NOTES DATE 1ST BLDG NS (3WK) JAKE FUSON 6/9/2017 6/30/2017 6/30/2017 REVISIONS REQUIRED SEE 1ST REVIEW - NON-STRUCTURAL CORRECTION LIST. 1ST BLDG STR (2WK) YOUNG 6/9/2017 6/23/2017 6/30/2017 REVISIONS REQUIRED ENGINEERING 1ST FIRE (1WK) RONALD 6/9/2017 6/16/2017 6/15/2017 NOT REQUIRED GRIESINGER 1ST FIRE (2WK) RONALD 6/9/2017 6/23/2017 6/15/2017 NOT REQUIRED GRIESINGER 1ST PLANNING CARLOS 6/30/2017 7/14/2017 7/12/2017 REVISIONS REQUIRED PENDING APPROVAL OF SDP2017-0010 (4WK) FLORES 2ND BLDG NS (2WK) JAKE FUSON 7/24/2017 8/7/2017 8/7/2017 REVISIONS REQUIRED SEE 2ND REVIEW - NON-STRUCTURAL CORRECTION LIST. 2ND BLDG STR YOUNG 7/24/2017 8/7/2017 8/7/2017 READY FOR APPROVAL (2WK) ENGINEERING 2ND PLANNING CARLOS 7/24/2017 8/7/2017 8/4/2017 REVISIONS REQUIRED ELEVATIONS FOR PLAN 3 DO NOT MATCH (2WK) FLORES APPROVED ELEVATIONS VIA SDP2017-0010. 3RD BLDG (1WK) JAKE FUSON 8/14/2017 8/21/2017 8/21/2017 APPROVED BUILDING REVIEW APPROVED --PENDING APPROVAL BY PLANNING DIVISION STAFF. APPEAL PERIOD FOR MBA2017-0007 MUST END 3RD PLANNING CARLOS 8/14/2017 8/21/2017 8/21/2017 TABLED BEFORE PLANNING APPROVAL. APPEAL PERIOD (1WK) FLORES ENDS 9/2/2017. IF NO APPEAL OCCURS, PLANNING WILL APPROVE. 4TH PLANNING CARLOS 9/19/2017 9/26/2017 9/19/2017 READY FOR APPROVAL (1WK) FLORES BOND INFORMATION Printed: Monday, March 20, 2023 9:47:14 AM 6 of 9 CENTRALSQUARE Project Details PROJECT NUMBER -ows� City of La Quinta BTCP2017-0006 Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED GRIFFIN RANCH FORM DOC 8/2/2018 AARON HICKSON CERTIFICATION LOTS GRIFFIN RANCH FORM 0 CERT.pdf 123-126 1ST CHECK - 1ST CHECK - DOC 6/30/2017 BRONZ YOUNG STRUCTURAL STRUCTURAL 0 TRANSMITTAL.pdf TRANSMITTAL.pdf 1ST CHECK - 1ST CHECK - DOC 6/30/2017 BRONZ YOUNG STRUCTURAL STRUCTURAL 0 COMMENTS.doc COMMENTS.doc 2ND CHECK - 2ND CHECK - DOC 8/7/2017 BRONZ YOUNG STRUCTURAL STRUCTURAL 0 TRANSMITTAL.pdf TRANSMITTAL.pdf BTCP2017-0006 - 1ST 1ST REVIEW - NOW DOC 7/3/2017 JAKE FUSON STRUCTURAL REVIEW - NON- 1 STRUCTURAL CORRECTION LIST CORRECTION LIST.pdf BTCP2017-0006 - 2ND 2ND REVIEW NOW DOC 8/8/2017 JAKE FUSON STRUCTURAL REVIEW NOW 1 STRUCTURAL CORRECTION LIST CORRECTION LIST.pdf BTCP2017-0006 - RFI - RFI - ALTERNATE DOC 12/19/2017 JAKE FUSON FOUNDATION ALTERNATE 1 FOUNDATION HARDWARE - STHD HARDWARE - STHD.pdf BTCP2017-0006 - RFI - DOC 12/19/2017 JAKE FUSON RFI - ALTERED TRUSSES ALTERED TRUSSES AT 1 AT PLAN 2 PLAN 2.pdf BTCP2017-0006 - RFI - RFI - ALTERNATE DOC 12/19/2017 JAKE FUSON FOUNDATION ALTERNATE 1 FOUNDATION HARDWARE - STB HARDWARE - STB.pdf Printed: Monday, March 20, 2023 9:47:14 AM 7 of 9 CENTRALSQUARE Project Details PROJECT NUMBER -ows� City of La Quinta BTCP2017-0006 Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED BTCP2017-0006 - RFI - RFI - CLARIFICATION OF DOC 12/19/2017 JAKE FUSON WOOD STRONG WALL CLARIFICATION OF 1 WOOD STRONG WALL DETAILING DETAILING.pdf GRIFFIN RANCH - STRUCTURAL DOC 5/10/2018 JAKE FUSON OBSERVATION REPORT - STRUCTURAL 1 OBSERVATION REPORT - LOT 173 LOT 173.pdf GRIFFIN RANCH - STRUCTURAL DOC 5/10/2018 JAKE FUSON OBSERVATION REPORT - STRUCTURAL 1 OBSERVATION REPORT - LOT 174 LOT 174.pdf GRIFFIN RANCH - STRUCTURAL DOC 5/10/2018 JAKE FUSON OBSERVATION REPORT - STRUCTURAL 1 OBSERVATION REPORT - LOT 184 LOT 184.pdf GRIFFIN RANCH - STRUCTURAL DOC 5/10/2018 JAKE FUSON OBSERVATION REPORT - STRUCTURAL 1 LOT 230 OBSERVATION REPORT - LOT 230.pdf GRIFFIN RANCH - STRUCTURAL DOC 5/10/2018 JAKE FUSON OBSERVATION REPORT - STRUCTURAL 1 OBSERVATION REPORT - LOT 231 LOT 231.pdf RFI - CALRIFICATION OF BTCP2017-0006 - RFI - DOC 7/19/2018 JAKE FUSON GARAGE SLAB CALRIFICATION OF 1 REINFORCEMENT (ALL GARAGE SLAB PLAN TYPES) REINFORCEMENT.pdf STRUCTURAL STRUCTURAL DOC 7/25/2018 JAKE FUSON OBSERVATION - LOTS OBSERVATION - LOTS 1 121 - 122 and 127- 121 - 122 and 127-128 128.pdf Printed: Monday, March 20, 2023 9:47:14 AM 8 of 9 CENTRALSQUARE ° n P Project Details PROJECT NUMBER maws�� City of La Quinta BTCP2017-0006 EL Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 10/22/2018 JAKE FUSON STRUCTURAL OBSERVATION - LOTS 123, 125-126 STRUCTURAL OBSERVATION - LOTS 123, 125-126.pdf 1 Printed: Monday, March 20, 2023 9:47:14 AM 9 of 9 CENTRALSQUARE SINCE 1960 A TRUSTED PARTNER IN INNOVATION, QUALITY & SERVICE December 18, 2017 Scott Teresi Lennar 980 Montecito Drive, Suite 302 Corona, CA 92879- Re: Griffin Ranch USP vs. Simpson Bolts GECG job No. 64306-200 Dear Mr. Teresi, Pursuant to your request regarding the above captioned project, we submit the following: It is structurally acceptable to use STB bolts (USP Products) vs. Simpson SSTB bolts per below: STB24 for HTT5. STB28 for PHD8/ UPHD8. Note: Please verify the above with the building department prior to construction. If you have any questions please do not hesitate to contact this office. Sincerely, �IF 0 GOUVIS ENGINEERING CONSULTING GROUP, INC. �OQ NG N, �'�• J*N Acc YE • 64238 Huan Nguyen, P.E. * EXp. 9 Executive Vice President, Partner �s F OF CAt-`4i 949.752.1612 15 Studebaker Irvine, CA 92618 www.gouvisgroup.com Palm Springs, CA Pleasanton, CA Ho Chi Minh City, Vietnam c SINCE 1960 A TRUSTED PARTNER IN INNOVATION, QUALITY & SERVICE December 19, 2017 Shelly Jordan Lennar 980 Montecito Drive, Suite 302 Corona, CA 92879- Re: Griffin Ranch (Series 1) USP Hardware Clarification GECG Job No. 64305-N/A Dear Ms. Jordan, Pursuant to the request of Scott Teresi at Lennar Homes regarding the above captioned project, we submit the following: It is acceptable to substitute Simpson STHD 10 holdown with USP STAD 10 holdown. It is acceptable to substitute Simpson STHD 14 holdown with USP STAD 14 holdown. If you have any questions please do not hesitate to contact this office. Sincerely, GOUVIS ENGINEERING CONSULTING GROUP, INC. 0 Daniel T Tanuw3jala, M-. Director of Residential 949.752.1612 O0 15 Studebaker Irvine, CA 92618 www.gouvisgroup.com Palm Springs, CA Pleasanton, CA Ho Chi Minh City, Vietnam p SINCE 1960 A TRUSTED PARTNER IN INNOVATION, QUALITY & SERVICE July 19, 2018 Shelly Jordan Lennar 980 Montecito Drive, Suite 302 Corona, CA 92879- Re: Griffin Ranch (Series 1) Garage Slab GECG Job No. 64305-N/A Dear Ms. Jordan, Pursuant to the request of Scott Teresi at Lennar Homes regarding the above captioned project, we submit the following: At all garage foundation plans, the slab thickness is 4" with #3 bars @ 18" o.c. e/w per detail I /SDI . Sincerely, GOUVIS ENGINEERING CONSULTING GROUP, INC. Andrew Tran Project Manager 949.752.1612 15 Studebaker Irvine, CA 92618 www.gouvisgroup.com Palm Springs, CA Pleasanton, CA Ho Chi Minh City, Vietnam GOUVIsenggineerin consulting group, inc. May 1, 2018 Shelly Jordan Lennar 980 Montecito Drive, Suite 302 Corona, CA 92879 Re: Griffin Ranch (Series 1) GECG Job # 64305 Phase 2, Lot 173, Address: 81-595 Thunder Gulch Way, Permit #: BRES 2017-0286 Structural Observation Report/Interior & Exterior Framing Dear Ms. Jordan, This letter advises that we have observed the structural requirements that are visible during construction at the time of our site visit. Gouvis Engineering believes that the as -built construction at the time of our visit is in general conformance with our structural plans and relevant correspondence issued by our office relating to the above referenced dwelling. We observed the building in its framed condition prior to installation of drywall and stucco. We observed the visual and accessible structural requirements. (Exclusions are items such as: size of footings, reinforced steel in the foundations and roof sheathing.) This report is understood to be an expression of professional opinion by this engineer, which is based on his best knowledge, information and beliefs. As such, it consists of a report for only structural elements (as above outlined) and is neither a guarantee nor a warranty, expressed or implied for other trades or requirements of subject dwelling. If you have any questions please do not hesitate to contact this office. Respectfully Submitted: GOUVIS ENGINEERING CONSULTING GROUP, INC. Basil A Ammari, P.E. Ronnie Ammari Vice President, Field Operations Project Manager - Field 949.752.1612 15 Studebaker Irvine, CA 92618 www.gouvisgroup.com Palm Springs, CA Pleasanton, CA Ho Chi Minh City, Vietnam GOUVIsenggineerin consulting group, inc. May 1, 2018 Shelly Jordan Lennar 980 Montecito Drive, Suite 302 Corona, CA 92879 Re: Griffin Ranch (Series 1) GECG Job # 64305 Phase 2, Lot 174, Address: 81-575 Thunder Gulch Way, Permit #: BRES 2017-0287 Structural Observation Report/Interior & Exterior Framing Dear Ms. Jordan, This letter advises that we have observed the structural requirements that are visible during construction at the time of our site visit. Gouvis Engineering believes that the as -built construction at the time of our visit is in general conformance with our structural plans and relevant correspondence issued by our office relating to the above referenced dwelling. We observed the building in its framed condition prior to installation of drywall and stucco. We observed the visual and accessible structural requirements. (Exclusions are items such as: size of footings, reinforced steel in the foundations and roof sheathing.) This report is understood to be an expression of professional opinion by this engineer, which is based on his best knowledge, information and beliefs. As such, it consists of a report for only structural elements (as above outlined) and is neither a guarantee nor a warranty, expressed or implied for other trades or requirements of subject dwelling. If you have any questions please do not hesitate to contact this office. Respectfully Submitted: GOUVIS ENGINEERING CONSULTING GROUP, INC. Basil A Ammari, P.E. Ronnie Ammari Vice President, Field Operations Project Manager - Field 949.752.1612 15 Studebaker Irvine, CA 92618 www.gouvisgroup.com Palm Springs, CA Pleasanton, CA Ho Chi Minh City, Vietnam GOUVIsenggineerin consulting group, inc. May 1, 2018 Shelly Jordan Lennar 980 Montecito Drive, Suite 302 Corona, CA 92879 Re: Griffin Ranch (Series 1) GECG Job # 64305 Phase 2, Lot 184, Address: 81-555 Thunder Gulch Way, Permit #: BRES 2017-0285 Structural Observation Report/Interior & Exterior Framing Dear Ms. Jordan, This letter advises that we have observed the structural requirements that are visible during construction at the time of our site visit. Gouvis Engineering believes that the as -built construction at the time of our visit is in general conformance with our structural plans and relevant correspondence issued by our office relating to the above referenced dwelling. We observed the building in its framed condition prior to installation of drywall and stucco. We observed the visual and accessible structural requirements. (Exclusions are items such as: size of footings, reinforced steel in the foundations and roof sheathing.) This report is understood to be an expression of professional opinion by this engineer, which is based on his best knowledge, information and beliefs. As such, it consists of a report for only structural elements (as above outlined) and is neither a guarantee nor a warranty, expressed or implied for other trades or requirements of subject dwelling. If you have any questions please do not hesitate to contact this office. Respectfully Submitted: GOUVIS ENGINEERING CONSULTING GROUP, INC. Basil A Ammari, P.E. Ronnie Ammari Vice President, Field Operations Project Manager - Field 949.752.1612 15 Studebaker Irvine, CA 92618 www.gouvisgroup.com Palm Springs, CA Pleasanton, CA Ho Chi Minh City, Vietnam GOUVIsenggineerin consulting group, inc. May 1, 2018 Shelly Jordan Lennar 980 Montecito Drive, Suite 302 Corona, CA 92879 Re: Griffin Ranch (Series 1) GECG Job # 64305 Phase 2, Lot 230, Address: 81-280 Thunder Gulch Way, Permit #: BRES 2017-0288 Structural Observation Report/Interior & Exterior Framing Dear Ms. Jordan, This letter advises that we have observed the structural requirements that are visible during construction at the time of our site visit. Gouvis Engineering believes that the as -built construction at the time of our visit is in general conformance with our structural plans and relevant correspondence issued by our office relating to the above referenced dwelling. We observed the building in its framed condition prior to installation of drywall and stucco. We observed the visual and accessible structural requirements. (Exclusions are items such as: size of footings, reinforced steel in the foundations and roof sheathing.) This report is understood to be an expression of professional opinion by this engineer, which is based on his best knowledge, information and beliefs. As such, it consists of a report for only structural elements (as above outlined) and is neither a guarantee nor a warranty, expressed or implied for other trades or requirements of subject dwelling. If you have any questions please do not hesitate to contact this office. Respectfully Submitted: GOUVIS ENGINEERING CONSULTING GROUP, INC. Basil A Ammari, P.E. Ronnie Ammari Vice President, Field Operations Project Manager - Field 949.752.1612 15 Studebaker Irvine, CA 92618 www.gouvisgroup.com Palm Springs, CA Pleasanton, CA Ho Chi Minh City, Vietnam GOUVIsenggineerin consulting group, inc. May 1, 2018 Shelly Jordan Lennar 980 Montecito Drive, Suite 302 Corona, CA 92879 Re: Griffin Ranch (Series 1) GECG Job # 64305 Phase 2, Lot 23 I, Address: 81-255 Thunder Gulch Way, Permit #: BRES 2017-0289 Structural Observation Report/Interior & Exterior Framing Dear Ms. Jordan, This letter advises that we have observed the structural requirements that are visible during construction at the time of our site visit. Gouvis Engineering believes that the as -built construction at the time of our visit is in general conformance with our structural plans and relevant correspondence issued by our office relating to the above referenced dwelling. We observed the building in its framed condition prior to installation of drywall and stucco. We observed the visual and accessible structural requirements. (Exclusions are items such as: size of footings, reinforced steel in the foundations and roof sheathing.) This report is understood to be an expression of professional opinion by this engineer, which is based on his best knowledge, information and beliefs. As such, it consists of a report for only structural elements (as above outlined) and is neither a guarantee nor a warranty, expressed or implied for other trades or requirements of subject dwelling. If you have any questions please do not hesitate to contact this office. Respectfully Submitted: GOUVIS ENGINEERING CONSULTING GROUP, INC. Basil A Ammari, P.E. Ronnie Ammari Vice President, Field Operations Project Manager - Field 949.752.1612 15 Studebaker Irvine, CA 92618 www.gouvisgroup.com Palm Springs, CA Pleasanton, CA Ho Chi Minh City, Vietnam •,kry Yti*� July 23, 2018 Ms. Amy Yu City of La Quinta 78-495 Calle Tampico La Quinta, CA 92252 RE: Form Certification — Griffin Ranch, Tract Map No. 32879 JN 1721 — Lots 123-126 (Portion of Phase 3) Dear Amy: This letter is to verify that the locations and elevations of the building forms for Lots 123, 124, 125 and 126, Tract Map No. 32879, were field checked by MSA Consulting, Inc., and found to be in substantial conformance with the Precise Grading Plans. The results are as follows: Lot Address Plan Field Difference 123 81-660 Man-O-War Court 473.17 473.18 +0.01' 124 81-640 Man-O-War Court 474.17 474.17 +0.00' 125 81-645 Man-O-War Court 474.17 474.18 +0.01' 126 81-665 Man-O-War Court 472.97 472.97 +0.00' If you have any questions, please contact our office. Very truly yours, NA+-�,y� of Douglas . Redlin, P.L.S. 7964 Survey nager r L S No 7964 / y � [xp 3/311� \� CF CAI�FV/ 34200 BOB HOPE DRIVE ■ RANCHO MIRAGE ■ CALIFORNIA ■ 92270 760-320-9811 ■ 760-323-7893 FAX ■ www.MSACONSULTINGINC.COM 1I. jouvIs"'o-12 Acrilm �oup, Inc, June 4, 2018 Shelly Jordan Lennar 980 Montecito Drive, Suite 302 Corona, CA 92879 Re: Griffin Ranch (Series 1) GECG Job # 64305 Lot 121, Address: 81700 Man O War Ct, Permit #: BRES2017-0299 Structural Observation Report/Interior & Exterior Framing Dear Ms. Jordan, This letter advises that we have observed the structural requirements that are visible during construction at the time of our site visit. Gouvis Engineering believes that the as -built construction at the time of our visit is in general conformance with our structural plans and relevant correspondence issued by our office relating to the above referenced dwelling. We observed the building in its framed condition prior to installation of drywall and stucco. We observed the visual and accessible structural requirements. (Exclusions are items such as: size of footings, reinforced steel in the foundations and roof sheathing.) This report is understood to be an expression of professional opinion by this engineer, which is based on his best knowledge, information and beliefs. As such, it consists of a report for only structural elements (as above outlined) and is neither a guarantee nor a warranty, expressed or implied for other trades or requirements of subject dwelling. If you have any questions please do not hesitate to contact this office. Respectfully Submitted: GOUVIS ENGINEERING CONSULTING GROUP, INC. Basil A Ammari, P.E. Ronnie Ammari Vice President, Field Operations Project Manager - Field 949.752.1612 15 Studebaker Irvine, CA 92618 www.gouvisgroup.com Palm Springs, CA Pleasanton, CA Ho Chi Minh City, Vietnam GOUVISF ing gro- p? 1 , June 4, 2018 Shelly Jordan Lennar 980 Montecito Drive, Suite 302 Corona, CA 92879 Re: Griffin Ranch (Series 1) GECG Job # 64305 Lot 122, Address: 81680 Man O War Ct, Permit #: BRES2017-0283 Structural Observation Report/interior & Exterior Framing Dear Ms. Jordan, This letter advises that we have observed the structural requirements that are visible during construction at the time of our site visit. Gouvis Engineering believes that the as -built construction at the time of our visit is in general conformance with our structural plans and relevant correspondence issued by our office relating to the above referenced dwelling. We observed the building in its framed condition prior to installation of drywall and stucco. We observed the visual and accessible structural requirements. (Exclusions are items such as: size of footings, reinforced steel in the foundations and roof sheathing.) This report is understood to be an expression of professional opinion by this engineer, which is based on his best knowledge, information and beliefs. As such, it consists of a report for only structural elements (as above outlined) and is neither a guarantee nor a warranty, expressed or implied for other trades or requirements of subject dwelling. If you have any questions please do not hesitate to contact this office. Respectfully Submitted: GOUVIS ENGINEERING CONSULTING GROUP, INC. Basil A Ammari, P.E. Ronnie Ammari Vice President, Field Operations Project Manager - Field 949.752.1612 15 Studebaker Irvine, CA 92618 www.gouvisgroup.com Palm Springs, CA Pleasanton, CA Ho Chi Minh City, Vietnam GOUNIR 'effillim.1 June 4, 2018 Shelly Jordan Lennar 980 Montecito Drive, Suite 302 Corona, CA 92879 Re: Griffin Ranch (Series 1) GECG Job # 64305 Lot 127, Address: 81685 Man O War Ct, Permit #: BRES2017-0284 Structural Observation Report/interior & Exterior Framing Dear Ms. Jordan, This letter advises that we have observed the structural requirements that are visible during construction at the time of our site visit. Gouvis Engineering believes that the as -built construction at the time of our visit is in general conformance with our structural plans and relevant correspondence issued by our office relating to the above referenced dwelling. We observed the building in its framed condition prior to installation of drywall and stucco. We observed the visual and accessible structural requirements. (Exclusions are items such as: size of footings, reinforced steel in the foundations and roof sheathing.) This report is understood to be an expression of professional opinion by this engineer, which is based on his best knowledge, information and beliefs. As such, it consists of a report for only structural elements (as above outlined) and is neither a guarantee nor a warranty, expressed or implied for other trades or requirements of subject dwelling. If you have any questions please do not hesitate to contact this office. Respectfully Submitted: GOUVIS ENGINEERING CONSULTING GROUP, INC. Basil A Ammari, P.E. Ronnie Ammari Vice President, Field Operations Project Manager - Field 949.752.1612 15 Studebaker Irvine, CA 92618 www.gouvisgroup.com Palm Springs, CA Pleasanton, CA Ho Chi Minh City, Vietnam GOUVIS 290"6011119 'ORS f$ inc. June 4, 2018 Shelly Jordan Lennar 980 Montecito Drive, Suite 302 Corona, CA 92879 Re: Griffin Ranch (Series 1) GECG Job # 64305 Lot 128, Address: 81705 Man O War Ct, Permit #: BRES2017-0281 Structural Observation Report/lnterior & Exterior Framing Dear Ms. Jordan, This letter advises that we have observed the structural requirements that are visible during construction at the time of our site visit. Gouvis Engineering believes that the as -built construction at the time of our visit is in general conformance with our structural plans and relevant correspondence issued by our office relating to the above referenced dwelling. We observed the building in its framed condition prior to installation of drywall and stucco. We observed the visual and accessible structural requirements. (Exclusions are items such as: size of footings, reinforced steel in the foundations and roof sheathing.) This report is understood to be an expression of professional opinion by this engineer, which is based on his best knowledge, information and beliefs. As such, it consists of a report for only structural elements (as above outlined) and is neither a guarantee nor a warranty, expressed or implied for other trades or requirements of subject dwelling. If you have any questions please do not hesitate to contact this office. Respectfully Submitted: GOUVIS ENGINEERING CONSULTING GROUP, INC. Basil A Ammari, P.E. Ronnie Ammari Vice President, Field Operations Project Manager - Field 949.752.1612 15 Studebaker Irvine, CA 92618 www.gouvisgroup.com Palm Springs, CA Pleasanton, CA Ho Chi Minh City, Vietnam GOUVIsenggineerin consulting group, inc. October 11, 2018 Shelly Jordan Lennar 980 Montecito Drive, Suite 302 Corona, CA 92879 Re: Griffin Ranch (Series 1) GECG Job # 64305 Phase 3, Lot 123, Address 81-660 Man-O War Court, Permit: BRES 2017-0331 Structural Observation Report/Interior & Exterior Framing Dear Ms. Jordan, This letter advises that we have observed the structural requirements that are visible during construction at the time of our site visit. Gouvis Engineering believes that the as -built construction at the time of our visit (except items noted on field notes) is in general conformance with our structural plans and relevant correspondence issued by our office relating to the above referenced dwelling. We observed the building in its framed condition prior to installation of drywall and stucco. We observed the visual and accessible structural requirements. (Exclusions are items such as: size of footings, reinforced steel in the foundations and roof sheathing.) This report is understood to be an expression of professional opinion by this engineer, which is based on his best knowledge, information and beliefs. As such, it consists of a report for only structural elements (as above outlined) and is neither a guarantee nor a warranty, expressed or implied for other trades or requirements of subject dwelling. If you have any questions please do not hesitate to contact this office. Respectfully Submitted: GOUVIS ENGINEERING CONSULTING GROUP, INC. y^^ Basil A Ammari, P.E. Luu Do Vice President, Field Operations Project Manager - Field 949.752.1612 15 Studebaker Irvine, CA 92618 www.gouvisgroup.com Palm Springs, CA Pleasanton, CA Ho Chi Minh City, Vietnam GOUVIsenggineerin consulting group, inc. October 11, 2018 Shelly Jordan Lennar 980 Montecito Drive, Suite 302 Corona, CA 92879 Re: Griffin Ranch (Series 1) GECG Job # 64305 Phase 3, Lot 125, Address 81-645 Man-O War Court, Permit: BRES 2017-0333 Structural Observation Report/Interior & Exterior Framing Dear Ms. Jordan, This letter advises that we have observed the structural requirements that are visible during construction at the time of our site visit. Gouvis Engineering believes that the as -built construction at the time of our visit (except items noted on field notes) is in general conformance with our structural plans and relevant correspondence issued by our office relating to the above referenced dwelling. We observed the building in its framed condition prior to installation of drywall and stucco. We observed the visual and accessible structural requirements. (Exclusions are items such as: size of footings, reinforced steel in the foundations and roof sheathing.) This report is understood to be an expression of professional opinion by this engineer, which is based on his best knowledge, information and beliefs. As such, it consists of a report for only structural elements (as above outlined) and is neither a guarantee nor a warranty, expressed or implied for other trades or requirements of subject dwelling. If you have any questions please do not hesitate to contact this office. Respectfully Submitted: GOUVIS ENGINEERING CONSULTING GROUP, INC. y^^ Basil A Ammari, P.E. Luu Do Vice President, Field Operations Project Manager - Field 949.752.1612 15 Studebaker Irvine, CA 92618 www.gouvisgroup.com Palm Springs, CA Pleasanton, CA Ho Chi Minh City, Vietnam GOUVIsenggineerin consulting group, inc. October 11, 2018 Shelly Jordan Lennar 980 Montecito Drive, Suite 302 Corona, CA 92879 Re: Griffin Ranch (Series 1) GECG Job # 64305 Phase 3, Lot 126, Address 81-665 Man-O War Court, Permit: BRES 2017-0334 Structural Observation Report/Interior & Exterior Framing Dear Ms. Jordan, This letter advises that we have observed the structural requirements that are visible during construction at the time of our site visit. Gouvis Engineering believes that the as -built construction at the time of our visit (except items noted on field notes) is in general conformance with our structural plans and relevant correspondence issued by our office relating to the above referenced dwelling. We observed the building in its framed condition prior to installation of drywall and stucco. We observed the visual and accessible structural requirements. (Exclusions are items such as: size of footings, reinforced steel in the foundations and roof sheathing.) This report is understood to be an expression of professional opinion by this engineer, which is based on his best knowledge, information and beliefs. As such, it consists of a report for only structural elements (as above outlined) and is neither a guarantee nor a warranty, expressed or implied for other trades or requirements of subject dwelling. If you have any questions please do not hesitate to contact this office. Respectfully Submitted: GOUVIS ENGINEERING CONSULTING GROUP, INC. y^^ Basil A Ammari, P.E. Luu Do Vice President, Field Operations Project Manager - Field 949.752.1612 15 Studebaker Irvine, CA 92618 www.gouvisgroup.com Palm Springs, CA Pleasanton, CA Ho Chi Minh City, Vietnam