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HomeMy WebLinkAboutX2019-1002 - MiscX2019-1002 14A8 oll, 5� Rc /le �k,-p/L- Cv9y ) 4��e. /L�l 4 L4 t - U,rd2Z- 28� xzo►e• 00; UQ? 62"d v CITY OF NEWPORT BEACH REPORT OF SPECIAL INSPECTION TYPE OF INSPECTION: EpoxV set horizontal rebar dowels DATE: 4/20/2018 OWNER: Speyer REGISTRATION No.: NB0569 PROJECT ADDRESS: 448 62"d st, Newport Beach CA ARCHITECT: John McNeely ENGINEER: ESI Engineering PROJECT TYPE: Residential remodel BUILDING PERMIT: X2018-0246 Observation and verification of the following work: Installation of epoxy set horizontal rebar dowels (2) #5 horizontal rebar dowels installed T&B w/min 8" embedment into existing footing at new to existing footing connections. (4 locations, 16 dowels total) See detail 3/FD1 (13) #4 horizontal rebar dowels installed T&B and tied together hair pin at 18"oc w/ min 8" embedment into existing exterior footings. See detail 11/FD1 #4 horizontal rebar dowels installed at 24"oc staggered w/ min 6" embedment into existing foundation slab on grade at utility/plumbing trench patch back areas at kitchen and bath. All work done in accordance with City of Newport Beach Building Department approved construction plans, ICC Evaluation Service Report 2508, ASTM C172/C31, ACI 318-5.6, 5.8, 5.9, 5. 10, and CBC sections1903/1704.4. Holes were drilled to the required diameter and embedment depth, holes were blown out at 100 psi, brushed out, and then blown out again at 100 psi prior to epoxy application. All horizontal rebar dowels were inserted into epoxy filled holes and rotated 1/2 turn at time of installation. Simpson eox SET -XP was used. No problems noted at time of inspection. ICBO CERTIFICATIONS: 1030205-10,20,30,40, 49. 50, 51, 55, 60, 89 ICC CERTIFICATIONS: 1030205-63, B5, B61 C5, C8, E5, M5, P5, R5, CB ACI FIELD TECHNICIAN GRADE 1: 0023995 xzoc�~ iooz 94? W14 S4 CITY OF NEWPORT :BEACH COMMUNITY DEVELOPMENT DEPARTMENT. BUILDJN6 DIVIS10N 3300 Newport Boulevard I P.O. Box 1768.1 Newport Beach; .CA 92658 www. newoortbeachca,gov l (949) 644-3200' Structural Observation Report Project Address. Report Date: CNB Inspector: Name: CNB Permit #: 448 62nd Street 712312018 Conventional Footings & Slab E:] Concrete Building Owner Name: Owner's Mailing address (if differentfrom site) Owner's Telephone #: CNB Plan Check #: Speyer; Masonry Concrete Steel Deck Full Name of Structural Observer (SO). SO email Address -- SO Telephone #: SO License I Reg #. Farhad Manshadl €arhad@esifine.com 714-835-2800 CE 36840 PLEASE INDICATE STRUCTURAL ELEMENTS ANn rnNNcrTlntuc nncFDvrn r,, -,G -- r._..I.r,. L......_, FOUNDATIONS SHEAR WALLS FRAMES DIAPHRAGMS (Floor/Roof) INDICATE LOCATION(S) OBSERVED DATE OBSERVED Conventional Footings & Slab E:] Concrete ❑ Steel E3 Concrete Mat Foundation, Prestressed Concrete Masonry Concrete Steel Deck Roof Sheathing: Nailing and Straps 7/23/2018 0 Caissons, Piles, Grade Beams x❑ Wood or Manuf. Shear Panels �Masonry 0 Wood EAerior'Shear. Wal Is: Nailing and Straps ':. 7/23/2018 171 Other Other Olher Other px ITEMS CHECKED ABOVE ARE APPROVED AND WITHOUT DEFICIENCIES. El OBSERVED DEFICIENCIES AND COMMENTS: REPORT CONTINUED ON ATTACHED PAGES O FINAL STRUCTURAL OBSERVATION REPORT: - The structure generally complies with the approved construction documents, and all observed deficiencies were corrected. I declare that the following statements are true to the best of my knowledge: 1. I am the licensed design professional retained by the owner to be in responsible: charge of the structural observation; 2. I, or another licensed design professional whom I havedesignated above and Is under my responsible charge, have performed the required site visits at each significant` construction stage to verify that the structure is in general conformance with the approved construction documents; 3. 1 understand that all deficiencies which I have documented must be corrected, prior to final acceptance of the structural systems by t ity of Newport Beach, Building Division.. W C36840 BTRIICT(IRAI nA.R QVkD NOT WAIVE ANY REQUIREMENTS FOR BUILDINA INSPECTION BY AUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH. >�T CI'T'Y OF NEWPORT BEACH COMMUNITY DEVE, LOPMENT DEPARTMENT u: r BUILDING DIVISION N" 3300 Newport Boulevard I P.O. Box 1768 1 Newport Beach, CA 92658 (949) 644-3200 Structural Observadon Kopori Project Address: Report Date: CNB Inspector Name: CNB Permit #: 448 62nd Street 8/31/2018 ❑ Conventional Footings & Slab 171 Concrete Building Owner Name: Owners Mailing address (if different from site) Owner's Telephone #: CNB Plan Check #: Speyer 0 Masonry ❑ Concrete Steel Deck Full Name of Structural Observer (SO): SO email Address: SO Telephone #: SO License / Reg #: Farhad Manshadi Farhad@esifine.com 714-835-2800 CE 36840 PLEASE INDICATE STRUCTURAL ELEMENTS AND CONNECTIONS OBSERVED fchec[c annficable hoxeal FOUNDATIONS SHEAR WALLS FRAMES DIAPHRAGMS (Floor/Roof) INDICATE LOCATION(S) OBSERVED DATE OBSERVED ❑ Conventional Footings & Slab 171 Concrete ❑ Steel Concrete Mat Foundation, Prestressed Concrete 0 Masonry ❑ Concrete Steel Deck Caissons, Piles, Grade Beams ® wood or Manuf. Shear Panels ❑ Masonry ❑ Wood Final Framing: All Framing & Hardware Connections —87-3172-518 Other Other Other Other El ITEMS CHECKED ABOVE ARE APPROVED AND WITHOUT DEFICIENCIES. ❑ OBSERVED DEFICIENCIES AND COMMENTS: ❑ REPORT CONTINUED ON ATTACHED PAGES Is7 FINAL STRUCTURAL OBSERVATION REPORT: The structure generally complies with the approved construction documents, and all observed deficiencies were corrected. I declare that the following statements are true to the best of my knowledge: 1 I am the licensed design professional retained by the owner to be in responsible charge of the structural observation; 2. I, or another licensed design professional whom I have designated above and is under my responsible charge, have performed the required sile visits at ench significant construction stage to verity that the structure is in general conformance with the approved construction documents; 3. 1 understand [hal all deficiencies which I have decurnented must be corrocled, prior to final acceptance of the structural systems by the City of Newport Beach, Building Division. SIGNATU OFUCTURAL OBSERVER OF RECORD - DAr �� 3 I OQROFESS/pN� G) Q ti9 7 C 36840 - * k civit q/FOFCAIIFO�a\P STAMP OF STRLOIMUW L OBSERVER DOES NOT WAIVE ANY REQUIREMENTS FOR BUILDING INSPECTION BY AUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH. )(201q-1002 09 62"� S4 INSTALLATION CERTIFICATE CF -6R -ENV -01 Envelope — Insulation; Roofing; Fenestration (Page 1 of 3) Site Address: Enforcement Agency: Permit Number: 448 62ND ST NEWPORT BEACH If more than one person has responsibility for installation ofthe items on this certificate, each person shall prepare and sign a certuicate applicable to the portion of construction for which they are responsible; alternatively, the person with chief responsibility for cowiruction shall prepare and sign this certificatefor the entire construction. All applicable Mandatory Measures with check boxes require to be checked to ensure the mandatory measures have been inet. Description of Insulation 1. RAISED FLOOR Material: Brand Name: Thickness (inches): Thermal Resistance (R -Value): ❑ §150(d): Minimum R-13 insulation in raised wood -frame floor or equivalent U -factor. 2. SLAB FLOOR/PERIMETER Material: Brand Name: Thickness (inches): Thermal Resistance (R -Value): Perimeter Insulation Depth (inches): 13 §150(1): Water absorption rate for the insulation material alone without facings is no greater than 0.3%; water vapor permeance rate is no greater than 2.0 perm/inch and shall be protected from physical damage and W light deterioration. 3. EXTERIOR WALL a. Insulation Type (e.x. Batt, Loose Fill, Spray Foam) BATT b.. Insulation Type (e.x. Batt, Loose Fill, Spray Foam) Brand: KNAUF a. Thermal Resistance (R -Value): R-13 & R-19 b. Thermal Resistance (R -Value): Spray/Loose fill) Installed Actual Thickness Spray/Loose fill) (inches): Contractor's min installed weight/ft2 _lb Manufacturer's installed weight per square foot to achieve Thermal Resistance (R -Value) ❑ § 150(c): Minimum R-13 insulation in wood -frame wall or equivalent U -factor. Exterior Foam Sheathing (rigid Insulation) Material: Thickness (inches) : 4. FOUNDATION WALL Material: Thickness (inches): 5. CEILING rf 3' 1r-H1M01- Thermal Resistance (R -Value) :, Brand Name: Thermal Resistance (R -Value): Batt or Blanket Type: Brand Name: Loose Fill Type: Thermal Resistance (R -Value): R-31 Spray Foam Type: POLYURETHANE FOAM Brand Name: ICYNENE Installed Actual Thickness (inches): 11.25 Contractor's min installed weight/ft' Ib Manufacturer's installed weight per square foot to achieve Thermal Resistance (R -Value): ❑ § 150(a): Minimum R-19 insulation in wood -frame ceiling or equivalent U -factor. 6. ATTIC ROOF INSULATION AND/OR ATTIC RADIANT BARRIER Material: Brand Name: Material: Brand Name: Thickness (inches): Thermal Resistance (R -Value): ❑ §I18(a): Insulation installed meets Standards for Insulating Material. Cl §150(g): Mandatory Vapor barrier installed in Climate Zones 14 or I6 2008 Residential Compliance Fornis August 2009 INSTALLATION CERTIFICATE CF -6R -ENV -01 Envelope — Insulation; Roofing; Fenestration (Page 2 of 3) Site Address: Enforcement Agency: Permit Number: 448 62ND ST NEWPORT BEACH Description of Roofftuz Products CRRC Product ID Ivlanufactt= Product U- factors Product Roof Roof Product Initial Soler Aged Solar Thermal Number' information Brand/Modelrea nd/Model T e A Sloe Wei t' Reflectance Reffectence Emittance 2 3 ❑3 4 �3 1. The CRRCProduct ID Number can be obtained from the Cool Roof Rating Council's Rated Product Directory at vnv.coohvofs.orglproductslsearch php 2. The weight in lbs per square feet of the roofing product being installed. 3. Check box if the Aged Reflectance is a calculated value using the equation below, foomote 4. 4. If the aged reflectance is not available in the Cool Roof Rating Council's Rated Product Directory then use the initial reflectance value from the directory and use the equation 0.2+0.7 Pntant — 0.2 to obtain a calculated aged value. ✓15TCIMCKAPPLICABLE BOXBEL0WIFEXBMPTFROM THE ROOFING PRODUCT "COOL ROOF"REQ UIREMENT.• ❑ The roof area covered by building integrated photovoltaic panels and building integrated solar thermal panels are exempt from the above Cool Roof criteria. ❑ Roof constructions that have thermal mass over the roof membrane with a weight of at least 25 lb/ff is exempted from the above Cool Roof criteria. To apply Liquid Field Applied Coatings, the coating must be applied with a minimum dry mil thickness of 20 mils across the entire roofsurface and meet minimum perforptuance re airements listed in 118 i 3 and Table 118-C. Select thea hcable coating ® Aluminum -Pigmented bah Roof Coating ❑ Cement -Based Roof Coating 0 Other ✓ 13 CRRC-1 Label Attached to CF -611 (Note i no CRRC-1 label is available, this compliance method cannot be used and another method Is re utred to meet compliance). FENESMAITONIGLAZING Item Manufacturer/Brand Name GROUP LII�RODUCTS) Product U- factors Product SHCrCs # of Panes NFRC Certifiedr•2 Total Quantity of Like Product bona Area fe Add Bxterior Shad'ntg Dev. or Overhang Commems/ Loceeliod Special Features 1 2 3 4 5 6 7. 8. 1. Use values from a fenestration product's NERC Certified Label. Forfenestration products without an NFRC label, use the default values from Section 116, Table 116-A and 116-11 of the 7008 EnergyEfficiency Standards. 7. NFRCLabel Certificates shall not be removed until the building au actor has veri ed the a ENo. e ❑ §116(a)l: Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. ❑ §116(a)2 and 3: Actual fenestration products installed are equivalent to or have a lower U -factor and/or a lower SHGC than that specified on the Certificate of Compliance (Form CF -1R). ❑ §116(a)4: Fenestration products (except field -fabricated windows) have a label listing the certified U -Factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration that meets the requirements of § 10-111(a) 13 §117: Exterior doors and windows weather-stripped; all joints and penetrations caulked and sealed. 2008 Residential Compliance Forms August 2009 INSTALLATION CERTIFICATE CF -6R -ENV -01 Envelope — Insulation; Roofing; Fenestration (Page 3 of 3) Site Address: Enforcement Agency:Permit Number: 448 62ND ST NEWPORT BEACH DECLARATION STATEMENT • I certify under penalty ofperjury, under the laws of the State of California, the information provided on this form is true and correct. • I am eligible under Division 3 of the Business and Professions Code to accept responsibility for construction, or an authorized representative of the person responsible for construction (responsible person). • I certify that the installed features, materials, components, or manufactured devices identified on this certificate (the installation) conforms to all applicable codes and regulations, and the installation is consistent with the plans and specifications approved by the enforcement agency. • I reviewed a copy of the Certificate of Compliance (CF -IR) form approved by the enforcement agency that identifies the specific requirements for the installation. I certify that the requirements detailed on the CF -IR that apply to the installation have been met. • I will ensure that a completed, signed copy of this Installation Certificate shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Installation Certificate is required to be included with the documentation the builder provides to the building owner at occupancy. Company Name: (Installing Subcontractor or General Contractor or Builder/OKmer) TRUTEAM OF CALIFORNIA, INC. Responsible Person's Name: Responsible Person's Signa Ariana Contreras CSLB License: Date Signed: Position With Company (Ti e): #221517 9/11/2018 Operations Support Specialist 2008 Residential Compliance Forms August 2009