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HomeMy WebLinkAboutX2007-1463 - MiscMake all Corrections circled below Resubmit originally checked plans calculations with corrected plans Indicate the location of r�SpbW§c Return this sheet,yy For checkinIs,4P pinst�'cl hours, orbe ygr3flcd;24 Hvig at: www.cl Y.rllwp0Jt-beach.ca,u 6,,Aanh g"JQformation is provided corrections, Job Address Owner BUILDING DEPARTMENT PLAN CORRECTION SHEET CHARLES A6E0TT ASSOC I� �[ APPROVED FOR PERMIT 1S5UANCISSUANCE OF A BUILDING III (� RECOMMENDED SUBJECT TO APPROVAL By OTHTHN8PPJAAAAPPLICABLE AGENCIES AND ANY CONDITIONS NOYED HEREIN. SHE STAMPING OF THESE PLANS AND SUPPORTING DOOI IAICNYp SHALLNOTRc( OF �..P ____. ANY 10 be Lmray CTd P✓�V✓f1 12 100 Date: */Wlos� Checked By: , a4Ui P.C. Clarifications Only: (949) 4 5-0880 -response at 949 644 3255 Code used: 2001 CBC (97 UBC) 2nd Plan Check: S Additional plan check fee required if there is any remaining correction with the e� t uimittal 3`d Plan Check: (•/ 0' A-`" 4m Plan Check: �()_ No. Stories Const. Type Occupancy Use of Structure $ yood�®, (iFxlefetorll f �8� ®(leek) p®a//7To u;s� Submitted Valuation .R.Y —a; � PAPS ABBOTT ASS&I Tr-c-c _ ArchitecVEtlgifleeo, one FFpps� APPROVED Permit Valuation q Q WARNING: PLAN CHECK.EXPIRES µ8 DAYS AFTER SUBMIfTTAC. THIS`�PLAN CHECK EXPIRES ON ISSUANCE OF A BUILDING PERMrI' BASEDD. Ut;POONNrTFIESE PLANS 18 Approval of plans and specifications dNPfdMpFVib('00. �drl�dtr6HPit'ifatt9� BGN@�i�g Code or other City ordinances or State law. AGE GENERAL APPROVAL IS REQUIRED FROM: _Fire Department ✓/ Building Department Planning Department _I/ Public Works Department _Harbor Resources Traffic Engineering (Other) THE` LAW. BY Show job address, preparer's name and address and owner's name on plans. �,. Show complete and correct legal description on plans. Provide project description on drawings cover / sheet. ry Provide with each set of plans: / Vicinity Map __Plot Plan Floor Plan _Construction Section(s) _Foundation Plan/floor framing, roof framing Two Elevations BE CONSTRUED TO PERMIT OR BE AN APPROVAL ION OF ANY PROVISIONS OF ANY u PATE OR LOCA Grading/Drainage pl�R an de Site Survey and Ifl, fA Structural Details I Fire Sprinkler Drawings Indicate the elevation datum used on the survey plan (i.e. NAVD88). Provide fully dimensioned plot plan to cale. Show lot size, street, alley, easements, parking spaces, division walls, all projections, and location of all buildings. Ad aN y Distance from face of the foundati n to property line to be zoning setback plus wall finish thickness (minimum). Provide basement shoring design drawings and calculations, stamped and signed by a registered engineer. Provide a section through the property line showing property line, shoring, retaining wall, and improvements on both sides of the property line. A Cal -OSHA permit is required for excavations deeper than 5' and for shoring and underpinning. Contractor to provide a copy of OSHA permit. Provide pedestrian protection adjacent to public way as follows: Dist. firm struct to prop line (SB) Protection SB < 6' Fence & canopy SB < (ht of struct/4) Fence & canopy (Struct hgt/2) > SB > (struct hgt/4) Fence only SB > (structure hgt/2) None ,W hen required, fence and canopy to be constructed per UBC 3303.7.3 and 3303.7.4 C./ Show exact square fop ge of all stn Ires. r r �rtMt 3 aw y.,.'^ /i—oC Valuation has been increased to $ Additional plan check fees due. Provide a separate application for: Complete Demolition Grading/Drainage Patio cover Fences over 3'-0" Pool/spa Retaining wails _Other y3 Obtain over the counter drainage permit for I alteration to site drainage system. Use city Standard Drainage drawing . b e ffoe,.41A Scope of "existing construction to remain" on architectural drawings does not match structural drawings, coordinate and resubmit for plan review. Provide a legend for existing walls to remain, to be demolished and for new walls. / Submit soils report (addition plus 'reconstruction on grade > 1000 sq.ft. ) Write the following notes on drawings if (400sq.ft.<addition<1000 sq.ft.) Soils engineer to inspect and certify the following prior to pouring concrete: i. Footing excavation and design bearing pressure. ii. All grading and compaction of subgrade. Provide reference to soils report on the ' plans. Specify consultant name, address, report date, etc. List soils allowable design values on foundation plan. 7. New construction or reconstruction of more than 75°% of the first floor located within an area prone to liquefaction shall mitigate liquefaction by using one of the following methods: yr. Ii Tie all pad footings with grade beam. Bottom of all footings to be 24" below grade. 3. Continuous footings to have a minimum of 2 #5 steel bars at top and bottom. 4. Floor slab on grade to be 5" thick (minimum) reinforced with #4 bars at 12" on center each way located at the center of the slab. Dowel footing to slab with #4 bars at 24" on center. Mix the top five feet of sand with cement at the ratio of two sacks of cement per cubic yard and recompact in place. Tie all pad footings with grade beams. 12" thick structural mat foundation. Post -tension slab and foundation. IK /11 /V Caissons or pile foundation. Driven piles should not be used since vibrations from pile driving will result in consolidation and damages to adjacent structures. Replace soils to a depth of five feet with imported soils approved by a soils engineer. Foundation design per soils engineer recommendation, which is equal to or exceeds mitigation methods listed above. Kide a vapor barrier below slab on grade. engineer to review and approve dation and grading plan fer unTpre7mew gl /0 Provide structural calculations for Perform lateral analysis of structure or adr / Determine the redundancy factor. 7.9. Provide design of the drag struts and drag (( strut connections. 2/+. Specify drag strut nailing on framing plan. Holdowns are required for all shear walls with any uplift force. Use 0.9 D.L for earthquake and 0.67 D.L for wind to resist overturning forces, ;26. Plywood shear walls shall comply with Table Clearly show on the plans: Shear wall type, length and location. The detail of the shear connections to roof, floor and foundation. Location of the holdowns on the framing and foundation plans. Where 3 x members are required at shear wall panel edges and sill plate (Vail>350 plf), specify 3 x members on shear wall schedule. AT Provide design of the horizontal diaphragms, chords & chord splices. Show detail of transfer of the holdown forces to foundation for shear walls above the first design of the foundation how min. 1-7/8 " edoe di J �,! Design footing as grade beam to resist uplift ,Jerces at shear wall. Final structural drawings and calculations to be wet -stamped, signed and dated by the design engineer. Final architectural drawings to be wet - stamped and signed by the design architect. Plan preparer to sign and date his/her / drawings if state license is not required q+T. Show all floor elevations, natural and finish grade elevations. street address on building elevation per 13.12.210. _ A44 54.E A.-. o ROOM - LIGHT & VENTILATION y� windoEave projection directly over required r ws to be 30" away from property line. Other eave projections to remain 24"(min.) away from property line. UBC 503.2.1 UBC 1204. Eave to be 1-Hr. construction within 3 ft. from property line. UBC 705. elMaximum projection of _inches permitted over sidewalk or public way. UBC Chap. 32, 3�. Windows on the first floor of the / three-story structure are required for light and ventilation. The entire structure (three floors) are required to be set back 4' from the property line for the entire length of the third floor. 3�. Provide natural Ilght (1/10 floor area, 10 sq.ft. min.) and ventilation (1/20 floor area, 5 sq.ft. min.) in per UBC 1203 Fan exhaust system operable from light switch required in to Provide a minimum of five (5) air changes per hour in UBC 1203.3 Efficiency dwelling unit to comply with UBC MJ ceiling height for allkooms and qs. UBC 310.6.1. Sloped ceiling to be 7'6" min. over 50% (min.) of roof area. SEPARATION WALLS Walls within _ft of property line shall be of I hr fire resistive construction. See UBC Table Ta5-A. 9 Openings shall be protected if within ft of property line. Openings not permitted if with- in _ft of property line. See UBC Table 5-A. Provide parapet at wall within _ft from property line. UBC 709.4. Provide occupancy separation walls as per UBC 302.4 and Table 3-13; show all construct- ion details. Door openings to be hr rated assembly equipped with an automatic closing device. All duct penetrations to be pampered. ¢�. Provide hour fire resistive assemblies for protection of openings as per UBC 713, Show all details. 1411 R1 occupancy more than two stories or having more than 3000 sq.ft. above first floor should be of Type V1 hr construction. UBC 310.2.2. Walls and floors separating dwelling units to be 1 hr. construction. UBC 310.2.2. Means of egress must be continuous, uninter- rupted and terminate in a public way or exit court leading to a public way. UBC 1001, 1. Provide two means of egress from: /d Second floor if occupant load is more than 10. UBC 1004.2.3.2 Floors above the second story, except third floor or roof deck less than 500 sq. ft in B R3 occupancy. UBC 1004.2.3.2 56. Exit access doorways and exits as shown ff from: are not reasonably separated and must be 1/2 diagonal apart. UBC 1004.2.4 Y'. Required exit doorways shall be not less than 36" in width and not less than 6'8" in height. -!!! UBC 1003.3.1.3a. The door must open over a landing not more than 1" below the floor elevation. UBC 1003.3.1.6. Provide a section at threshold. Width of hallways inside dwelling units shall be 36" minimum width. UBC 1004.3.3.2. l Corridors or hallway to have 7' clear height. UBC 310.6.1. In R1 occupancy, corridors serving more than 10 occupants to be one -hour construction with 20-minute tight- fitting smoke and draft control self -closing fire door assemblies. UBC 1007.6.1. Show stairways and landings. UBC 1003.3.3. Maximum 8" rise - Minimum 9" run. 6'8" vertical headroom minimum, provide details. *Clear width: 36". Handrails: 34" to 38" high. The handgrip portion of handrail shall be greater than 1 'A" and less than 2" In cross sectional dimension. Provide a ,/ section on drawings. t Maximum clearance between balusters to be less than 4". f Handrail end shall have rounded termination or bends. Provide a detail. Provide guardrail per UBC 509. , + .,-Guardrail to resist 20#/ft horizontal load 14 at top of rail. UBC Table 16-B. Max. clear opening less than 4". Glass guardrails require a top rail. .9 UBC 2406.6. Exit courts less than 10 it in width and serving an occupant load of more than 10 shall be of minimum one -hour fire -resistive construction for a distance of 10 ft above the floor. Openings shall be protected by three -fourths hour fire resistive assemblies. UBC 1006.3.5.3. Minimum width: 44" (36" for side yards used as exit path in R3 occupancy). Exit discharge shall be illuminated. Show location on plans. / In R3 occupancy provide emergency 'egress from sleeping rooms. Minimum area: 5.7 sq. ft, minimum width: 20", minimum height: 24". Maximum sill height to be: 44". XbProvide emergency egress from basement similar to (a) to a window well minimum net clear dimensions Tx 3'. Provide 36" guard rail around well and stair or ladder up from the well. Provide exit path to a public way. UBC 310.4. 1. Parking spaces shall not obstruct required gG hr rated exit enclosure is required / far interior public stairways. Enclosure shall be continuous until egress is provided from building per UBC 1005.3.3.2. All openings to be protected by _hour self closing fire assemblies. No openings other than exit doorways and exterior wall openings are permitted per UBC 1009.3. Elevator shafts connecting more than 2 floors shall have fire resistive construction per Table 6-A. Provide hr fire protection assembly for opening through _hr shaft walls per UBC 711.4. Shafts extending through more than two floors shall be vented to the outside. Provide 3-1/2 percent of elevator shaft area with a minimum of 3 sq. ft in vent area per elevator. Chutes and dumbwaiters to be protected per UBC 711.6. /. Provide one stairway to roof per UBC 1003.3.3.11. X. Provide barrier at exit level between first story and basement per UBC 1005.3.3.4. Space under stairway shall not be used for any purpose in an exit enclosure per UBC 1005.3.3.6, Exterior stairs and exit balconies shall not project into areas where protection of openings is required per UBC 1006.2.1. �4. In R1 occupancy, interior wall of exterior exit balcony to be protected with 1 hr. construction per UBC 1006.3.2.3. Except in R-3 occupancy. Exterior stairways serving 3 or more stories to be protected with 1 hr. construction for 10 feet per UBC r/y�'1006.3.3.3. Provide 5/8 type X' drywall on walls and ceiling of enclosed usable space under stairways per UBC 1003.3.3.9. GARAGE B7,/ In R3 occupancy, garage to be separated from dwelling per UBC 302.4, exp. 3. Show: 5/8" type Y' drywall on garage side of walls and ceiling and on individual posts per UBC 302.4, Exp. 3. b� Doors to be self -closing 1-3/8" solid / wood slab. U-1 occupancy garage is limited to 1,000 sq. "L ft, 3,000 sq. ft for mixed occupancy. UBC 312.2. �u. S-3 occupancy garage requires two-hour e separation from R-1 occupancy. Show details. UBC 302.4 exception 2. Provide ventilation for U-1/S-3 occupancy per UBC 1202.2.7, 70(. Garage may not open into any room used for sleeping purposes. UBC 2306.7. CONSTRUCTION 7,2. Specify safety glazing in locations specified UBC 2406.4. Glass to be etch marked. de ventilation for crawl space 1 Ft2/150 UBC 2306.7. Show location on plans. Provide ventilation for attic space 1/150 of the attic area. UBC 1505.3. Provide 22" x 30" attic access to all attics higher han 333 U C 1505.1. 7�. Dimension intedorr 'PiRrs _length, l width, depth.. /. A Provide continuous footings under all exterior walls and under all partitions supporting second floor. /d. Foundation walls (curbs) to be 6" thick minimum for 2-story structure with one #4 continuous steel bar. Show dimension on foundation detail. Provide 12" clearance under floor girders and J 18" clearance under floor joints per UBC 2306.3. T9. Bottom of sill plate to be: 6" above adjacent exterior grade or 3" above exterior finish elevation. UBC 2306.8. Show planter box detail and 2" airspace from wood. Provide flashing to prevent jaccumulation of dirt in air space. UBC 2306.8. �VV Detail frenlace asd chimney construction. Show hearth dimension and details. UBC 3102.7.12. Top of chimney must extend minimum 2'0" above any roof within 10'. Provide spark arrestor. Table 31-B. b. Provide 2" clearance to framing around firebox and chimney. C. Provide clearance to combustibles at fireplacy. pening per UBC 3102.7.8. WWI Provide rooflng specifications and show roof pitch. b. Provide 2% slope at flat roof and deck. UBC 1506.1. c. Provide roof drains and overflow. Over- flow to be piped separately. UBC 1506.3. Provide a transition detail for chimney, from masonry to wood. a copy of ICBO report to drawings for: / gravity retaining walls fire stopping material ICBO listed rnnfinn n,arPdai� Specify ICBO ER or PFC numbers°not NER. Provide construction information and details / for if not ICBO listed. Provide fire retardant roof covering of Class C minimum (wood shake or shingle to be pressure treated). 8. Provide 70" high nonabsorbent wall adjacent J to shower and approved shatter -resistant materials for shower enclosure and windows if sill is less than 5' above tub or shower floor. (Water-resistant Gypsum board is not permitted for tile backing at shower,) Provide fire blocks and draft stops per UBC 708. Exterior Lath & Plaster: Provide two layers of Grade D paper over all wood base sheathing (CBC 2506.4). an approved veneer detail ;retaining walls and under slabs below adjacent grade elevation. Specify all components. Water proofing material to be dUeg(3p�AvrCXLefe(C damaPi➢6wt Provide drains behind retaining walls to relieve hydrostatic pressure; show and indicate termination of drains. I Provide appropriate headers for all openings. 9 rovide ICBO number for skylights or show construction details as required by UBC �Vspsab I Chapter 2409. rovide method of tying new footings and into existing footings. Show construction details. Provide straps at top plate to tie new walls to existing walls. Rafters, joists, headers are overspanned. Design for, or use, span tables in UBC Chapter 23. Provide one Number 4 bar at top and bottom offootings. F9? Provide smoke detectors in each hallway ading to sleeping rooms in each sleeping om of new and existing construction, on too of stairwa , and in each story. In new construc ion detectors to be hard wired with battery back up. UBC 310.9.1.4. Detectors shall be pterconnected to sound at the same time. Detectors are not to be located in kitchen, garage, or within 3 feet from door to kitchen or be roaor supply air registers. I�Ora- tom. 6 vl 'f'/r.¢. plori., MATERIAL SPECIFICATIONS (Specify on plans) Specify grade and species of all lumber (must be grade marked): posts, foists, rafters. Specify Douglas Fir -Larch 1 fib. Wood posts to be of decay resistant species /! or pressure treated; or supported: on concrete piers 8" above adjacent soil 1" above adjacent slab and 6" above soil UBC 2306.5 1 Plywood: PS1-95 or PS2-92 k5Grout crete (Type and F'c) cks cement/cu yd (minimum) onry (type and F'c) and mortar mixes 1/5 Reinforcing steel (Fy) 1N6. Structural steel (Fy) 1/7. Licensed Fabricator Welding to be done by Licensed Welders. 1 Glued laminated beams: Simple span: 24F-V4 antilever: 24F-V8 1 ecial inspection is required for: VUAOf . %4 THREE-STORY WOOD FRAME BUILDINGS 1. In R1 occupancy, a Fire Alarm System is required per UBC 310.10. 1 Yf. In R1 occupancy with more than 3,000 sq.ft. on second floor or 3-story structure, one -hour fire -resistive construction required throughout. Provide details for construction of roof, floor, walls and structural elements. UBC 310.2.2. / . Unprotected openings prohibited in envelope type ceiling. All duct openings require fire dampers. '1�4. 2x6 or 3x4 minimum size studs required for first story bearing walls. MECHANICAL, PLUMBING 8, ELECTRICAL e heating facilities per UBC 310.11. location of FAIL. Show conformance with State Energy Law as follows: For Additions: Provide and show R-13 rated insulation in walls, R-30 Batt, in ceiling. R-19 in raised floor. Glazing 20% of floor area plus any removed glazing U = 0.75 max (dual glazing) (50 sq.ft. max. for additions <'100 ft2). Provide Mandatory Features Form (MF- 1 R) on plans. Provide Certificate of Compliance (CF-1R) orms on plans. Kitchen and athroom to have fluorescent general lighting. Switch to be the first near the door. For New Buildings: Specify method of compliance and provic energy calculations. List mandatory features (MF-1 R) and provide Certificate Compliance (CF-1R) forms on plans. Rerun Title 24, energy compliance calcs using one of the following certified programs: • Micropass 6.01 • Energy Pro 3.1 • Calres Version 1.4 Coordinate the following information with the architectural drawings: _orientation _area _floor construction Provide u value calculation for each wall, floor and roof assembly type. Provide an itemized list of all fenestrations in calcs. Identify windows similar to window schedule. y� Ducts must be sealed and field verified by / a HERS certified special inspector, OR as an alternate, windows are to have a U- valve of .55 maximum. Provide data for overhang used in calcs. ,r. Itemize areas used in thermal mass calcs. lil� Provide blank certificate of in- stallation and certificate of insulation with calcs for field use. Ile Check off applicable mandatory features. Write the design insulation values on MF-1 form if it exceeds the min. required values. 1 Show water heater combustion air, venting, location, drain pan and line per Chapter 5, CPC and Section 608.5. 14 Water heater burner to be at 18" above arage floor if located in garage. CPC 510.1. Provide a 3" o steel pipe x 36" embedded in concrete slab for protection of water heater. Specify that water heater to be strapped t top and bottom with 1 1/2" x 16 gage strap with 3/8" dia. x 3" lag bolt each end, Show location of clothes dryer. rength of lint vent not to exceed of 14 UMC 504.3.2. Specify low flush toilets. 1.6 gallons/flush. HSC 17921.3(b). Water closet to be 30" (min.) wide with 24in.) clear in front of toilet. d the notes in this section to your �^ rawings. Existing sewer lateral to be changed and a clean -out installed at the property line to comply with city standard if any of the following conditions occur. Provid Public Works standard detail on drawings. Alteration to the building sewer is done Additional plumbing fixtures require increase in size of building sewer line. When it is found that the building sewer If is installed in an illegal or unsanitary manner. X if area of structural remodel + addition is greater than 50% of existing area. Exception' Sewer lateral does not have to be replaced if inspected using a camera device and certified by a private inspection agency to be in good condition to the satisfaction of the Utilities Department (Ed Burt 949-718-3402). 1 2. Provide electrical plans. Show all elements. Prov' e G.F.C.I., per Section 210-8 NEC: in bathropm, above kitchen countertop, V garage, outdoors outlets, _within 6' of wetbar sink. ye4. Electrical outlets in bedroom _ to be on / ARC —fault circuit interrupter. Edison Company approval is required for f meter location prior to installation (show note ///l> on plans). 1,e6. Electrical service to be underground for new // construction or additions > 50%. (Show note �[ on plans.) NBMC 15,32,015 1,t/. Field inspectors to review and approve underground service requirement prior to concrete placement (show note on plans). 118,Y Show means of grounding at service entry equipment per Section 250-81 of NEC. �S. Show location of electrical panel on plans. 1 Keep three feet clear from face of electrical panel to any wall surface or obstruction. SOUND TRANSMISSION CONTROL Provide construction details of the sound rated partition between A Sound Transmission Class (STC) rating of not less than 50 (45 if tested) is required. UBC appx.1208A.2. / . Provide construction details of the floor - ceiling assembly over . An STC rating and Impact Insulation Class (IIC) rating of not less than STC 50 (45 if tested) is required. UBC apex. 1208A.3. 1 2. Identify all sound rated partitions on the floor plans. Doors to units from interior corridors are required to have a minimum STC rating of 26. (Laminated 1-3/4" solid -core doors with resilient stops and gaskets meet this requirement.) 114 Electrical outlet boxes in opposite faces of separation walls shall be separated horizontally by 24". Back and sides of boxes to be sealed with 1/8" resilient sealant and backed with 2" minimum mineral fiber insulation. (TV, phone and intercom outlets must be installed in boxes accordingly.) Approved acoustical sealant shall be provided along the joint between the floor and the separation wall. 1x All penetrations into sound rated partitions of floor -ceiling assemblies shall be sealed with approved permanent resilient sealant. All rigid conduit, ducts, plumbing pipes and appliance vents located in sound assemblies shall be isolated from the building construction by means of resilient sleeves, mounts or minimum 1/4" thick approved resilient material. (Exception: gas piping need not be isolated.) 1/Metal ventilating and conditioned air ducts located in sound assemblies shall be lined. (Exception: ducts serving only exit ways, kitchen cooking facilities and bathroom need not be lined.) 1/Mineral fiber insulation shall be installed in joist spaces to a point 12" beyond the pipe or duct, whenever a plumbing pipe, or duct penetrates a floor -ceiling assembly or where such unit passes through the plane of the floor -ceiling assembly within a wall. Y(o Wall mounted lavatories and toilets are not permitted on sound rated partitions. 10(1. Submit sound attenuation design for HVAC equipment per ARI Std. 275. Sound level not to exceed 50 dBA (55 dBA with timer, 65 dBA with timer and neighbor's consent) per Section 10.26.045 of the N.B.M.C. Location of measurement to be at adjacent property patio or opening. Locate equipment in equipment well on roof if necessary. ADDITIONAL REGULATIONS )4'2". Building area within exterior walls exceeds 5,000 sq. ft. provide fire sprinklers. NBMC 15.04.040. Sprinkler drawings and hydraulic calculations to be submitted to plan check and approved prior to issuing a building permit or provide a note on the drawing stating: "Obtain fire sprinkler permit prior to calling for roof sheathing inspection. Deferred submittal to be certified by project architect prior to submittal." 1 Existing area <5000 sg ft Size of addition Sprinkler required Add <25% - No 25% <add <50% - Addition only Add>50% - Entire Structure b! Existing area >5000 sg ft Size of addition Sprinkler required Add <1250 - No 1250<add<2500 - Addition only Add >2500 - Entire Structure . In R1 occupancy, comply with State regulations for disabled access. 114. Building site is located in a special flood hazard zone , top of slab to be above elevation: MSL (NGVD29). MSL (NAVD88) (NAVD=NGVD+2.4') 1. A licensed surveyor must complete FEMA elevation certificate and submit it to Bldg. Dept. inspector during final inspection. (Show note on plans.) 1/n. All mechanical and electrical equipment f! including ducts to be above base flood elevation of msl. (NGVD 29) 1 qi. Structural condition of sea wall and tiebacks f to be investigated by a registered engineer and the necessary repairs shall be done in conjunction with building a new structure. Separate submittal and permit is required for repair. Exception: Seawalls around Balboa Island. Provide separate utilities for each unit with potgntial for condo conversion. WQ4 II doors from house to pool yard must be equipped with alarm jeer UBC Appen�Iix 421.1(5)./J61 es� ei /t b[aw 1�0. Site is within high fire hazard area, new construction shall comply with the following requirements: (NBMC 9.04.410) ( Exterior wall(s) exposed to wilderness f re to be 1-Hr. construction with protected openings (1-3/8" solid core doors or dual tempered glazing). K. Attic and crawl space vents must be limited to 144 in with metal louvers. Eaves on exposed side to be of 1-Hr. construction or heavy timber. Roof covering to be class "A" assembly. Provide evidence of listing per UBC Std 15,2 Skylights to be dual glazed with ttempered safety (laminated) glazing. /r. Structure to be fully sprinklered. ovi .0- a CG(C'.r?Ct" I 4v 1p,10,.�, I � %10 0t U%1G"+ r - C 'yd1. Site is in special fire hazard area. Reroofs c < roof addition exceeding 10% of the existing roof to be class "A" assembly or class "A" ro covering. Provide evidence of listing per UBC standard 15-2. 1 qe. List all deferred submittal on cover sheet am write a note, "Deferred submittals to be reviewed by project architect or engineer of record and certified prior to submittal for plar w. drawing and structural calculations for ional corrections. tADIDITIONAL CORRECTIONS: e or omit notes and details not applicable to this plan check. 1111 9A Submit new revised structural calculations. / Resubmit the marked up set(s). 1. The notation R shall be from Table 16-N. // Combination of structural systems shall comply with Section 1630A. The total seismic force shall be distributed / over the height of the structure. 1 Size and shape of horizontal diaphragms and /�p shear walls shall comply with 23-II-G. 1 �9. Shear walls with openings shall be designed , for force transfer around the openings. 1xi. Provide structural observation per CBC 1702. -Ce�e V00 u'l aHali s � � r G4. 1i 1 8' rtya o ii XA 5 t- CITY OF NEWPORT BEACH BUILDING DEPARTMENT 3300 NEWPORT BLVD. P.O-BOX 1768, NEWPORT BEACH, CA (949) 644-3275 Project Address: 4824 6 d lo# 4 `Drive. Plan Check No.: c77> 2 a a r Date: Plan Check Engineer: A), Phone: • Make the following corrections to the plans. • Return this correction sheet and check prints with corrected plans. • Indicate how each correction was resolved. GRADING/DRAINAGE PLAN CHECK SURVEY CORRECTIONS Wiz. � Provide a site survey, stamped and signed by a State Licensed Land Surveyor or authorized ®r Civil Engineer (License Number below 33,966). Surveyor or engineer shall permanently monument property corners or offsets before starting grading. Provide note on p an. SYow north point and scale. how location and description of all corner monuments. Show and identify all property lines. Dimension length and specify bearing. V(OShow driveway, curb and gutter, and all existing site improvements (structures, walls, planters, sus, etc.). Identify all finish surface materials. Provide a legend for all symbols used. d Locate all trees in public -right-of-way facing or within 20 feet of the subject property; power poles; utilityboxes; etc. ,-Yan y -- Show center line of street and dimension width or''/z width. Provide an on -site bench mark with elevation of 100.00 at one of the front property corners. For sites within the special flood hazard area and sites on the islands, on the peninsula and in West Newport Beach use the actual bench mark elevation as determined by Orange County Vertical Datum (NGVD29 or NAVD88). Grading/Drainage Plan Check Provide relative elevations at the following locations: V Pi. All property corners. Around existing structure(s) at corners, including corners at jogs of exterior walls. At interior finish floor elevations. j At bottom of all site walls. Indicate wall height. At bottom of elevated planters. Indicate planter height. At maximum spacing of 25' along the length and width of the property on all sides of an existing structure. Elevation contours for sloping sites every one foot elevation change. Three elevations (min.) equally spaced in the side yard of adjacent properties. Three elevations along the flow line in gutter and alley adjacent to site. RADING CORRECTIONS IF Registered civil engineer or licensed architect to stamp and sign the approval plans indicating license number. Write a note on foundation plan "surveyor to file a corner record or record of survey with the office of county surveyor. Evidence of filing shall be submitted to building inspector prior to foundation inspection." Provide property address on grading plan. Show vicinity map indicating site location. Show name, address, and telephone number of: owner, plan preparer, and geotechnical engineer (if applicable). Show north arrow, plan scale, and legend. Identify ALL property lines. Clearly identify the scope of work. Distinguish between existing hardscape and landscape and new/proposed hardscape and landscape improvements. Show locations of all existing buildings, structures, pools, fences, retaining walls, etc. Show grade elevation on both sides of wall and specify top of wall elevation. Show accurate contours (or spot elevations) indicating the topography of the existing ground. / Show locations of all existing slopes on and adjacent to the property. Yd. Except where it is not feasible due to natural topography, top of structure footings at iii habitable space to be above the street gutter flow line elevation by 12" plus 2% the distance from the nearest footing to the gutter. 2 Grading/Drainage Plan Check l'. Clearly show elevation of adjacent properties and the distance from property lines to adjacent structures. Minimum gradients for drainage: RESIDENTIAL STANDARDS: Paved 0.5% Not paved 2% COMMERCIAL STANDARDS: Concrete 0.5% Concrete gutter in paved area 0.2% A.C., landscape areas 1.0% j! Show finish grades by spot elevations to indicate proper drainage in all areas. Use arrows to f indicate direction of drainage. l Provide a drainage swale at side yard. Draw a section through swale. }h� Provide a drainage design that prevents entrance of drainage water from the street/alley onto property. Show top of drain elevations and drain invert elevations. 1 Show slope of drain lines (1% min.). 9/Design the drainage system to retain concentrated and surface sheet flow water from dry - weather nun off and minor rain events within the site. Sheet flow through lawn area or 15'. French drain in crushed rock bed wrapped with filter cloth is acceptable. Locate French drain in the front yard away from foundations. (Alternate: Provide hydrology calculations and design retention system to retain'/4" of rain over 24 hr.) 3'" French droin parfcrotion @ bott Crushed Rat Filter Cloth Lao 6" @ IC j 4" Concreie or B' Topsoil 1 Perforated drain/trench detail 3 /// Grading/Drainage Plan Check l Provide a trench drain at bottom of driveway as shown in detail "E". (Exception: When driveway is less than 10' long, trench drain is not required). DIMFNISIONS DETERMINED RY GRATE FRAME. DIMENSIONS, USE FRAME AS A FORM D =o 'm b + GRATE G" MIN, WIDE PEOSTRYSI SAFE �- --- FRAUD & GRATE 3/3 LOT OPENING, EAST JOR014IRON WCY.RKS OR EQUAL (8OO)874-41UO �- #4 REBAR FOP & 307N C FILL THIS PORTION WTH CRUSTED PL 1 W ROCK AFTER POURING SPATS CRUSHED ROCK 24 SUPPORT CURB. W/RiL PEq CLOTH --- - FI.F-VATlf7N a- pig a 24" wide X 18' deep trench 6- Place filter cloth In the trench extending 12" vertical on each side: c- Fill Italian 8" of the trench with .crushed rack. d- Form and pour perimeter concrete curb. e- Ftlt the rest of the trench Wlth crushed rock to 4" from Lop of french. BOTT(MLLSS TRENCH DRAIN Provide specifications for drain lines. Specify diameter (3"( min) and type of material. The following drain line materials may be used: 1. ABS, SDR 35 2. ABS, SCHEDULE 40 3. PVC, SDR 35 4. PVC, Schedule 40 5. ADS 3000 with PE glued joints 1. The minimum distance acceptable between finish grade and bottom of treated sill plate shall / be as follows: 3" X.1 Exterior II II�L_= I I I oo •�oo 0oI � , j'�,',orcr'olpo Slab -�oe @ 1% xIFLx° V = 6 . Concrete: 3" Sill Plate/Earth Separation 30 4 Grading/Drainage Plan Check j' For non-residential projects and multi -dwelling projects, submit summary of all drainage devices and onsite parking and drainage improvements. Specify yardage of cut and fill. �3. Obtain a private drainage easement to drain water over adjacent land not owned by the / permittee. Easement must be recorded with the County Recorder's Office. Design drainage to insure water does not drain over the top edge of any slopes. 7� Provide a berm at top of slope. Draw a section through berm. Berm to be 12" high and slopes towards the pad @ Q 1 4 6. Show top and toe of all slopes and indicate slope ratio. 1 Maximum List the pertinent "Grading Notes" (indicated on attached sheet) on plans. Where grading is proposed on adjacent property not owned by the permittee, a separate permit is required for that portion under the adjacent address. 7�. Show locations and details of subdrain system(s) and outlet for retaining walls on grading plan when subdrain is required by soils report. Provide erosion and siltation control plans. i / Provide a section showing required grading cut and proximity to property line. IK Depth of excavation for grading exceeds the distance from the edge of excavation to the property line. Provide shoring design and specify shoring on the plan. 'l Provide building or structure setbacks from top and bottom of slope as outlined in UBC Section 1806.5 and Figure 18-I-1. �3. Provide two copies of soils and foundation investigation report by a licensed geotechnical «< / engineer. /4. Soils report shall address the potential of seismically induced liquefaction and recommend mitigation method. �f�V( List soils report recommendations on Grading plan. 3 Fill out a separate permit application for: fence - J�f patio cover/trellis /detached structure rt , ' n e y s Grading/Drainage Plan Check /7. Construction with basement or excavation near the property line The distance from edge of excavation to the property line is less than the depth of excavation. Shoring is required. Provide a shoring plan and calculation prepared by a registered civil engineer. Sheet piles are not permitted for shoring due to potential damage to adjacent properties. Show all buildings and masonry walls on adjacent property within a distance equal to the depth of the proposed excavation. d) Provide cross -sections at various locations to show excavation details. e) Excavations and shoring shall be made entirely within the project site. A Cal -OSHA permit is required for excavations deeper than 5' and for shoring and/or underpinning. Contractor to provide a copy of OSHA permit. Bottom of excavation is below water table. Submit a dewatering plan prepared by the geotechnical engineer. Provide additional geotechnical information necessary for dewatering system design, soils report to include the following: • Borings to extend a minimum of 20 ft. below bottom of proposed excavation. Provide sieve analysis and permeability value for each soil formation layer to a depth of 20 ft. below bottom of excavation. Write a note on the shoring drawing, "Shoring engineer to provide monitoring of shoring and improvements on adjacent properties and submit results with a report to the Building Inspector on a daily basis during excavation and shoring and weekly basis thereafter. Where dewatering is required, monitoring shall continue until dewatering is stopped. Geotechnical engineer to stamp and sign the shoring plan and dewatering plan, certifying that the design is in compliance with his recommendation. i Write a note on drawing: "Geotechnical engineer shall provide continuous inspections during shoring and excavation operations and during removal of shoring." Provide a description of the process for installing shoring, construction of basement walls, and removal of shoring. Write note on the drawings: "Contractor shall notify adjacent property owners by certified mail 10 days prior to starting the shoring or excavation work." If slot -cutting method of excavation is to be used, provide a drawing showing the location and sequence of slot cuts. Slot cut to be 36" away from the property line or provide shoring for the top 3 ft. to prevent sloughing. Non -cantilevered retaining walls must be shored until the bracing element(s) is in place. Provide a design for wall shoring. Write a note on grading plan: "Continuous inspection by a City -licensed deputy inspector is required during shoring, excavation and removal of shoring." Grading/Drainage Plan Check Dewatering System Corrections: �"8. Provide the following information on dewatering drawings: Well or well point locations Pipe system layout (including valve locations) Primary power source. If a generator is used for primary power supply, write a note on drawings stating maximum noise level from proposed generator not to exceed 50 dba on adjoining property. Back-up power supply (if any) Location of desanding tank. Location of property lines and excavation limits. Depth of wells or well points (reference to sea level or other datum). Diameter of borehole. The type of filter media used around wells or well points. Provide sieve analysis graph. Size of wellscreen openings (slots) and location of screened portion of well or well point. Soil permeability Discharge termination point Water meter to measure flow Anticipated draw -down elevation o Depth of deepest excavation Method of well removal and abandonment 3 If a well point system is used, provide noise calculation using ARI method to verify noise level from pump not to exceed 50 dba at adjacent property. Public Works approval is required for discharge into storm drain or public way. �1. Provide evidence of approval from State Regional Water Quality Control Board for disposal of ground water. Water Quality Corrections: 4 If area of construction site is one or more acres, obtain a general construction NPDES Storm water permit from the State Water Resources Control Board. Tel. (909) 782-4130. This project falls into category checked below. Prepare a Water Quality Management Plan (WQMP) consistent with the model WQMP. (Attached) 7 Grading/Drainage Plan Check PRIORITY PROJECTS Residential development of 10 units or more. Commercial and industrial development greater than 100,000 sq. ft. including parking areas. Automotive repair shop. Restaurant where the land area of development is 5,000 sq. ft. or more including parking area. Hillside development on 10,000 sq. ft. or more which is located on areas with known erosive soil condition or where natural slope is 25% or more. Impervious surface of 2,500 sq. ft. or more located within or directly adjacent to (within 200 ft.) or discharging directly to receiving water within environmentally sensitive areas (bay, canyon, gulley, etc.). Parking lot area of 5,000 sq. ft. or more or with 15 or more parking spaces. NON PRIORITY PROJECTS KRequire issuance of non-residential plumbing permit. �5. See attached Water Quality Management Plan Correction List. s' See drawings for additional corrections. ADDITIONAL CORRECTIONS fnrmsWrainpe 11-15-04 i BUILDING DEPARTMENT 3300 NEWPORT BLVD. P.O.BOX 1768, NEWPORT BEACH, CA (949)644-3275 BUILDING SAFETY DIVISION CORRECTION SHEET PLAN CHECK NO.: OB ^ ZL7®SS ll k- Q& d 7' DATE: t PROJECT ADDRESS: .�E3Z4 C®QTtpyyO c1Jp//[� PROJECT: PLAN CHECK ENGINEER: PAGES: (/I LEASE INDICATE THE LOCATION IN THE PLANS WHERE EACH COMMENT IS ADDRESSED /'�' ^O I 4,5 tS%` 4J" /.y .4G7V-/ ,!G`o040/(/�ZLi C'.4GG'S eS'UBi//7 /D `G'of-`.u4' / 'Xr /2 o Cs�✓ ss Oy Se® �t L11{ S /v 0'.2 ® k/4C4 /GGfJ t MM 4$cS S�OI�sC/ /mil /b w G G /ice /st Y /r ®4✓ 7W4= dt'P¢L/ M//LG A5'G^ Z: 7 a low �� /" J64&P9-7-1,0,U /s i 7[-� 7/tG�i(/ ec-) " .t'. p a ice Td ma's I+ ,r r m wimmma ^® 1, slr �'Y,f .o�?e. C /°9.2.�11�"e:TlO+C! B , PC , C®,y.i-l6stJ?�5' ,�-�•s-� .sG� .r2,G� vv Off,!/ a' o.�, s�1.9-Y •�� ��i�G Y . ,d 7 (kc ko 2 ®� "pC,�p-rid s � �51�� jQi+� a ~ '•5 2 0 Thu4n r hnlo have, enn revie+rred and are found to b© in s-ibs dsa, cs nnr;i:srxt;a With th a i iicabls gr:>,6ing cor.Or adopted by City of Nv*vonH Beach. Arp kai is r n o each far f,enl(r it rian¢e ENt tl peno nt3 ac.prmal y all - W , Cwl, t' -p rr vn s and agencies. ,� OTPDASM 65 ok E ((�� •M[��,�- F , S o„CEWPOlp`�r�,C;I -a M �E n r m1 P �,D a261(0' 3.300 NEWPORT BLi 644-3275 or ou° s1ncl1s. .ranro9tt,n ro+,i,�,,n u+;r y�pg y t a HI Project Address: ' Plan Check No.: Date:, /6 I 0,$ Plan Check Engineer: �`3Cc Phone:(q�/ 12,%G OV2 Make the following corrections to the plans. Return this correction sheet and check prints with corrected plans. Co) Indicate how each correction was resolved. c. GRADING/DRAINAGE PLAN CHECK SURVEY CORRECTIONS yY Provide a site survey, stamped and signed by a State Licensed Land Surveyor or authorized Civil Engineer (License Number below 33,966). Surveyor or engineer shall permanently / monument property corners or offsets before starting grading. Provide note on plan. V. S�north point and scale. location kmd description of all corner Show an(identi_ Jll pro monuments. ( baj ion length and specify bearing. 1 tY Show driveway, curb and gutter, and all existing site improvements (structures, walls, planters, stairs, etc.). Identify all finish surface materials. 7� vide a legend for all symbols used. Locate all trees in public -right-of-way facing or within 20 feet of the subject property; power poles; utility boxes; etc. Show center line of street and dimension width or %: width. Provide an on -site bench mark with elevation of 100.00 at one of the front property corners. For sites within the special flood hazard area and sites on the islands, on the peninsula and in West Newport Beach use the actual bench mark elevation as determined by Orange County Vertical Datum (NGVD29 or NAVD88). Grading/Drainage Plan Check 11. Provide relative elevations at the following locations: I� All property corners. Around existing structure(s) at corners, including corners at jogs of exterior walls. At interior finish floor elevations. At bottom of all site walls. Indicate wall height. At bottom of elevated planters. Indicate planter height. At maximum spacing of 25' along the length and width of the property on all sides of an existing structure. Elevation contours for sloping sites every one foot elevation change. �(( ,�'' �j Three elevations (min.) equally spaced in the side yard of adjacent properties. 1 of Three elevations along the flow line in gutter and alley adjacent to site. fit S'� k gistered civil engineer or licensed architect to stamp and sign the approval plans in gense number.rite a note on foundation plan "surveyor to file a comer record or record of survey with the fice of county surveyor. Evidence of filing shall be submitted to build' inspector prior to J/ undation inspection." 03. Provide property address on grading plan. 0 io vicinity map indicating site location. WV how name, address, and telephone number of. owner, plan preparer, and "ot nical nc..__r.__,_,_, .. 1� w north arrow, plan scale, and legend. Oleidentify ALL property lines. � )_ `Z Z— \r J Clearly identify the scope of work. Distinguish between existing hardscape and landscape and new/proposed hardscape and landscape improvements. Show locations of all existing buildings, structures, pools, fences, retaining walls, etc. Show grade elevation on both sides of wall and specify top of wall elevation. ���Show accurate contours (or spot elevations) indicating the topography of the e ' ting g ound. „ / Show locations of all existing slopes on and adjacent to the property. Wt q w yfl. Except where it is not feasible due to natural topography, top of structure footings at r habitable space to be above the street gutter flow line elevation by 12" plus 2% the distance from the nearest footing to the gutter. 2 Plan Check li $4P Clearly show elevation of adjacent properties a the distance property lines to adjacent ��' structures. IL/1 tZ Minimum gradients for drainage: RESIDENTIAL STANDARDS: Paved 0.5% Not paved 2% COMMERCIAL STANDARDS: Concrete 0.5% Concrete gutter in paved area 0.2% A.C., landscape areas 1.0% 13. Show finish grades by spot elevations to indicate proper drainage in all areas. Use arrows to irl icate direction of drainage. Provide a drainage swale at side yard. Drra_a section through swale. S-A-, � Z_ Provide a drainage design that prevents entrance of drainage water from the street/alley onto property. Show top of drain elevations and drain invert elevations. slope of drain lines (1% Design the drainage system to retain concentrated and surface sheet flow water from dry weather run off and minor rain events within the site. Sheet flow through lawn area or 15'. French drain in crushed rock bed wrapped with filter cloth is acceptable. Locate French drain in the front yard away from foundations. (Alternate: over 24 hr.) Provide hydrology calculations and design retention system to retain 3/." of rain E Z '-�- 2 ,; / Crushed Roc Filter Cloth Lap 6" @ To Topsoil 10 1 fir: I-- 12" --1 Perforated drain/trench detail 0, 3 Grading/13mina "Plan Check Provide a trench drain at bottom of driveway as shown in detail "E" 1 A driveway is less than 10' long, trench drain is not required). DIMENSIONS DETERMINED OY GRATE FRAME OIMFN';IONS. USE FRAME AS A rORM CRUSHED ROCK /I L4 w/riLTER aDTrI ELEVATION GRATE 6' MIN. NICE PEDSTRIAN SAFE 3"I"- FRAME h GRATE 7/8" SLOT OPENING EAST JORDAI IRON WORKS OR EQUAL (600)874-4100 R& BOTTOM TOP EBAR TOP 6" FILL TIIIS PORTION NIrH CRUSHED ROC( AFTER POURiNO CRATE SUPPORT CURD a— Dig a 24" wide X 18" deep trench b— Place filter cloth in the trench extending 12" vertical on each aido. c- Fill bottom 8' of the trench with crushed rock. d— Form and pour perimeter concrete curb. e— Fill the rest of the trench with rnrohed rock to 4' from tap of trench BOTTOMLESS TRENCH DRAIN (Exception: When III IIIlillll llll� Illili. Nlt•�� PLAN VIEW U0. Provide specifications for drain lines. Specify diameter (3" min) and type of material. The following drain line materials may be used: 1. ABS, SDR 35 2. ABS, SCHEDULE 40 3. PVC, SDR 35 4. PVC, Schedule 40 5. ADS 3000 with PE glued joints rL7/ The minimum distance acceptable between finish p grade and bottom of treated sill plate shall be as follows:g��-- 2 2. 3" �Y( Exterior V 6' Concrete: 3" ` oncrete Slab lope @ 1% Sill Plate/Earth Separation 2% Id Grading/Drainage Plan Check a) For non-residential projects and multi -dwelling projects, submit summary of all drainage devices and onsite parking and drainage improvements. b) Specify yardage of cut and fill. Obtain a private drainage easement to drain water over adjacent land not owned by the ernilttee. Easement must be recorded with the County ce. %n Design drainage to insure water does not drain over the top edge of any slopes. Provide a berm at top of slope. Draw a section through berm. Berm to be 12" i high and slopes towards the pad @ Q t 4 // OShow top and toe of all slopes and indicate slope ratio. 1 Maximum 21"' List the pertinent "Grading Notes" (indicated on attached sheet) on plans. %. Where grading is proposed on adjacent property not owned by the permittee, a separate permit is required for that portion under the adjacent address. how locations and details of subdrain system(s) and outlet for retaining walls on grading plan when subdrain is required by soils report. 310. Provide erosion and siltation control plans. J44* Provide a section showing required grading cut and proximity to property line. ( O Depth of excavation for grading exceeds the distance from the edge of excavation to the property he. Provide shoring design and specify shoring on the plan. W O�Ij rovide building or structure setbacks from top and bottom of slope as outlined in UBC Section 806.5 and Figure 184-1. d151 Provide two copies of soils and foundation investigation report by a licensed geotechnical engineer. Soils report shall address the potential of seismically induced liquefaction and recommend tigation method. List soils report recommendations on Grading plan. Fill out a separate permit application for: a) fence b) patio cover/trellis c) detached structures A Grading/Drainage Plan Check 37 Construction with basement or excavation near the property line The distance from edge of excavation to the property line is less than the depth of excavation. Shoring is required. Provide a shoring plan and calculation prepared by a registered civil engineer. VS eet piles are not permitted for shoring due to potential damage to adjacent properties. ow all buildings and masonry walls on adjacent property within a distance equal to the depth of the proposed excavation. Provide cross -sections at various locations to show excavation details. excavations and shoring -shall be made entirely within the project site. Z: !j A Cal -OSHA permit is required for excavations deeper than 5' and for shoring and/or underpinning. Contractor to provide a copy of OSHA permit. (Bottom of excavation is below water table. Submit a dewatering plan prepared by the geotechnical engineer. Provide additional geotechnical information necessary for dewatering system design, soils report to include the following: + Borings to extend a minimum of 20 ft. below bottom of proposed excavation. / • Provide sieve analysis and permeability value for each soil formation layer to a depth of 20 ft. below bottom of excavation - Write a note on the shoring drawing, "Shoring engineer to provide monitoring of shoring and ;,V improvements on adjacent properties and submit results with a report to the Building Inspector on a daily basis during excavation and shoring and weekly basis thereafter. Where dewatering is required, monitoring shall continue until dewatering is stopped. Gcotcclinical enginecr to stamp and sign the shoring plan an ewa ermg p , certg that the design is in compliance with his recommendation. ,'p-write a note on drawing: "Geotechnical engineer shall provide continuous inspections during shoring and excavation operations and during removal of shoring." Rl"',ovide a description of the process for installing shoring, construction of basement walls, and removal of shoring. 001 Write note on the drawings: "Contractor shall notify adjacent property owners by certified mail 10 days prior to starting the shoring or excavation work." n If slot -cutting method of excavation is to be used, provide a drawing showing the location and sequence of slot cuts. Slot cut to be 36" away from the property line or provide shoring for the top 3 ft. to prevent sloughing. kNon -cantilevered retaining walls must be shored until the bracing element(s) is in place. Provide a design for wall shoring. arWrite a note on grading plan: "Continuous inspection by a City -licensed deputy inspector is required during shoring, excavation and removal of shoring." 70, Grading/Drainage Plan Check Dewatering System Corrections: Oil-. <rovidc the following information on dewatering drawings: a) Well or well point locations b) Pipe system layout (including valve locations) c) Primary power source. If a generator is used for primary power supply, write a note on drawings stating maximLun noise level from proposed generator not to exceed 50 dba on adjoining property. d) Back-up power supply (if any) e) Location of desanding tank. fj Location of property lines and excavation limits. g) Depth of wells or well points (reference to sea level or other datum). h) Diameter of borehole. i) The type of filter media used around wells or well points. Provide sieve analysis graph. j) Size of wellscreen openings (slots) and location of screened portion of well or well point. k) Soil permeability 1) Discharge termination point m) Water meter to measure flow n) Anticipated draw -down elevation o) Depth of deepest excavation p) Method of well removal and abandonment If a well point system is used, provide noise calculation using ARI method to verify noise level from pump not to exceed 50 dba at adjacent property. / Public Works approval is required for discharge into storm drain or public way. 411 Provide evidence of approval from State Regional Water Quality Control Board for disposal of ground water. Water Quality Corrections: If area of construction site is one or more acres, obtain a general construction NPDES Storm water permit from the State Water Resources Control Board. Tel. (909) 782-4130. 46• This project falls into category checked below. Prepare a Water Quality Management Plan (WQMP) consistent with the model WQMP. (Attached) 7 Grading/Drainage Plan Check PRIORITY PROJECTS ❑ Residential development of 10 units or more. ❑ Commercial and industrial development greater than 100,000 sq. ft. including parking areas. ❑ Automotive repair shop. ❑ Restaurant where the land area of development is 5,000 sq. ft. or more including parking area. ❑ Hillside development on 10,000 sq. ft. or more which is located on areas with known erosive soil condition or where natural slope is 25% or more. ❑ Impervious surface of 2,500 sq. ft. or more located within or directly adjacent to (within 200 ft.) or discharging directly to receiving water within environmentally sensitive areas (bay, canyon, gulley, etc.). ❑ Parking lot area of 5,000 sq. ft. or more or with 15 or more.parking spaces. NON PRIORITY PROJECTS ❑ Require issuance of non-residential plumbing permit. 45. See attached Water Quality Management Plan Correction List. 46. See drawings for additional corrections. ADDITIONAL. CORRECTIONS fo=\drainN 11.15-04 n CITY OF NEWPORT BEACH BUILDING DEPARTMENT 3300 NEWPORT BLVD. P.O.BOX 1768, NEWPORT BEACH cITY 0(949T64T4�§9'§u""" o�r� FNr npppnV41 OF THFSE PLANS DOES NOT CONSTITU IF. E ORESSI'nOGO R CP 4IT'P �I1Y RIIU dr NIV rTo<FULIRF NYPtn AIMFT " OPT 7F Cr R'- RVE T4 h! Y TH- SE PLANS Project Address: r ill CN T` 2 pr R 51 T i �TF'�pJF D 4824 QR �L� blb � �c, o �rPw mlTn NE BE 4CH ORT 0 it A C S. PLrNSAND POLIL�-a OF THE CJT1 0 ACM . Project Description: MAJOR,REMQgEL4AQ[DITIlvL.(REuh � -- - 2210 ?O0 �P Plan Check No.: .ry- 0827-1005 Date Filed:—-03/18107_ 146 Stories--- 2 Use: SFD -Occupancy=R37U1 ----C-onst Typie_- VN Architect/Engineer: BILLCASKEY---- Rhone: -------- --- 714.624-7086 Owner: Py _ POULIOT Phone: 949.760-8467 Submitted Valuation: 2 HRS Permit Valuation: $200,000 Checked by: S. Kusik Phone: (949) 644-3285 1st Check 11 2nd Check 05/29/07 1 3rd Check 06/15/07 x 4th Check ✓4 Approval of plans and specifications does not permit violation of any section of the Building Code or other City ordinances or State law. • Make all corrections listed below • Resubmit originally checked plans and indicate the location of response on this sheet • Return this sheet with corrected plans • For checking status of plans: call (949) 644-3288 during business hours, or may be verified 24 hours 7 days a week via the Internet at: www.city.newoort-beach.ca.us/building or interactive voice response at (949) 644-3255 • For clarifications on corrections, you may call the Plan Check Engineer or schedule an appointment. • Code used: 2001 CBC (97 UBC) • When new information is provided due to plan check corrections or otherwise, additional reviewing time may be necessary upon resubmittal. Review of new information may result in additional corrections. GENERAL (SEPARATE CORRECTION LIST ISSUED FOR PC 2210-2006) - APPROVAL IS REQUIRED FROM: a) Planning Department Shared\Correction Lists\ResCorr.doc06/l 5/07 . ; - - .:..IWA - ..... _ 11. Provide an additional permit application for the retaining wall and stair adjacent to the garage. 1 dFaWnQ -t-starnped, signed and dated by the design - -ME ROOM — LIGHT & VENTILATION MEANS OF EGRESS CONSTRUCTION MECHANICAL PLUMBING & ELECTRICAL (NEC 2002) (CIVIC 2001) (CPC 2001) Shared\Correction Lists\ResCorr.docO6/15/07 . .T�RT.S7R.T Eno _011,10, 05 _ 11 WE _ • - ADDITIONAL REGULATIONS _ ... ■_ mm PA GRADING CORRECTIONS Shared\Correction Lists\ResCorr.doc06/15/07 3 CONSTRUCTION WITH EXCAVATION NEAR THE PROPERTY LINE A Cal -OSHA permit is required for excavations deeper than 5' and for shoring and,(O g. Contractor to provide a copy of OSHA permit. WIN k • / • / •� • • 1 / • / / • 1 • 1 i 1 / • 1 1 design• 1• • Write 1 - - ADDITIONAL CORRECTIONS Shared\Correction Lists\ResCorr.dccO6/15/07 I WOMMON"W"Ma"'ON-11,111 114M t.he On sheets to agree —.ee on the figer plans, :0 Define re ._ 83. A supplemental permit will be issued at the time of the revision approval o document and collect fees for the added floor area. Shared\Correction Lists\ResCorr.doc06/15/07 5 Glenn N. Almquist, Structural Engineer 1400 Quail Street, Suite 245 Newport Beach, CA 92660 949.261.6161 TEL 949.261.6194 FAX Job No.: Pvd ba-P- Date: _ I Design by:� Sheet No.:zQG^ I . CITY OF NEWPORT BEACH BUILDING DEPARTMENT - - -AUTHORIdAT{ON iQ CONSTRUCT M'Y BVIE -NG 1'IN IIIUTE EOPF INGONSjg� � WITH THE ORDINANCES PLANS, AG POLICIE )FTHE C 7 j d / �GAPpMI L FDOyESI NOi U NT E THA TH P OF WAIF{O�RpT QEgU 19 . 1'^G riO�i`G IYFIF(,Iry P�`fi71o"I� t �N.N,S-RSIFCTS IN f N a ANb POLICI S '-�++K BUILDING SrRUCTUR' OR PROVEMENi QUl IORIZ D NY PE(iMITTEE 0 " } I E RY THESE PLA E ( I. �ORDINgN4 PLANSANDPOLICI SOF THE CITY OF N- pORYb �Pj{LY WITHT E, E�FUGIRT,I�E'f11m"/LSRAING OR AFTER CON 1 RUGTIgN IF uY,.CESS RY T6 C CINOWLEDGMENT; .. —I v I G•`�-t`�' I—__.__L�",,, gIGNATUIRE�� (SIGN UREY— y-_i.. i_. PUOLICWORKS GJ 2a 1�1 Yam E_ RVI `— I.. FIR -- f i?pl'�IG+rIAL Cw^i��le� Iar+ r ..._. — ARPRoar�Tn�Lss t i oro G.,oeif) T rJ i1 [ 9. G.,,v L�ont!ft>.�° L'/�S11PV,yA�lj7. ;'I API ,1w-ov�" A ItfP1 � S 1,�� c� i �, a L, is �JIC"r- I a- A1>l. G�1.V`d4I� iwnGw�`i j I Nr�i h I ofr/'J �� Ar j �Ar" IL f*f{ ( wP-I'(T3-n lI+jn, j54 OJ pI�AtIiGIU �iGIG � C>12 NW IN 411 ro'—'V& C' LA-J�j; rw - _ P-�y51pa.1S� :�a ict via n r,�.�,l G t..r� �'I G.J.'(�� o' rd►J � ;c� S"�...v 4 � L.�S' �^- a -: co Ir S' I Pr6-0 c Y w i I i I I I I I Glenn N. Almquist, Structural Engineer ^a 1400 Quail Street, Suite 245 Job No.: ?+_ ' Newport beach, TEL 92660 Date: -4 -�-i�_ 949.261.61�.�A _ 949.261.6194 FAX AX Design by: Sheet No.: _ t 1. F'`°L y 33ao ' S11 �l .o ai, frn19ASI(,.}�S I 1✓ ti -,rsb b j11,~`� l c l t;.fY 4 /�� 2>�t aa. A iN9 "� P'II P Z— d 4 �1�Iv+µtti' iic'C�^�:EL. Lr1I'F'`I3e 5 NO o f L't r ?' I�ti 4p .£I �"116M WIL 3'1 1 vfLtrT 3vw* a01 xiw� 115� P AGH i 'LANI D;; ant - ;,F I perimeter Advantages • Simple drainage system — collects ground water around sub -structures and transports to drainage exits • High flow capacity — drains 1250 L/min/m (100 gals/min./ft) • Durable — unaffected by permanent immersion in water, bacteria, dilute acids, alkalis and hydrocarbons • Economical — light weight, easy to use; replaces expensive, imported aggregate drainage layers, pipes and geotextiles • Geotextile fabric filter — allows ground water to pass into the drain core while restricting the movement of soil particles • High crushing strength — withstands pressures from backfilling and compaction with no loss of flow area • Puncture and tear resistant — fabric has high strength to prevent damage during installation and operating conditions Uction.com C71[.S8I� composite engineered systems a high -flow section to transport water to the drainage exits. The geotextile serves to retain soil while allowing water to pass from the soil to the core. It is securely bonded to the core to prevent intrusion of the fabric into the core during service. The backing film ensures compatibility with the waterproofing membrane system. The flow capacity of the low profile sections is 200 L/min./m (16 gals/min./ft ASTM D 4716). The flow capacity of the high - profile section is 1250 L/min./rn (100 gals/min./ft ASTM D 4716). Description Preprufe Hydroduct Coil 600 consists of a combination low and high profile Preprufe Tape — drainage core, a high performance Bitutheg8ttfiRLM geotextile and high strength backing film. The drainage core FOR F profile is 11.1 mm (0.44 in.) at thelssuAHCEOFARUILomio top to tie into the drainage nECOMMENDFu SUFJECI com osite system and 25 min A_9E STA; PING FT CON P y THE STAMPING OF THESE PLNNF.vAMIB'�t (I in.) on the bottom to provide SHALL NOT BE CONSTRUED TO PEHMII THE VIOLATION OF ANY PROVISIONS OF LAW, Use Hydroduct Coil 600 Perimeter Drain is used in place of traditional perimeter aggregate drain tile systems to provide an effective transport system to evacuate water from the drainage composite system and surrounding soil to the drainage exits. It is used at the base of foundation walls, retaining walls, bridge abutments, tunnels, around earth sheltered structures and under slabs. Bituthme Liquid Membrane 2.3 mm(3/32 in.) mininuun Construction Products Application Procedures Safety, Storage and Handling Information All construction products must be handled properly. Grace Protection Board Adhesive is extremely flammable. Material Safety Data Sheets (MSDS) are available at www.graceconstruction.com and users should acquaint themselves with this information. Carefully read detailed precaution statements on product labels and the MSDS before use. Installation Install Hydroduct Coil 600 Perimeter Drain at the base of the structure with the high profile section of the drainage composite resting on top of the footing. Adjoin rolls using connectors centered over the butted ends of the two rolls. Bend drainage composite to make inside corners. For outside corners, cut the composite flush with the corner and cover the corner with corner guard unit. Tape corner guard in place. To install the outlet pipe connec- tion, cut the core of the low profile section (top area) flush with the end of the wall. Leave 77 turn (3 in.) of fabric and fold it behind the composite to prevent soil intru- sion. Slide the outlet connector over the 75 mm (3 in.) high profile section and tape in place. Attach the outlet pipe as required. Complete the drainage system by installing full sections of Hydroduct drainage composite. Overlap the flanges of the drainage composite in shingle fashion in the direction or the water flow. Overlap the fabric of the drainage composite over the perimeter drain. Use tape or spray adhesive, if necessary, to keep the fabric in place prior to backfilling. Fold the filter fabric behind the open edges of the core to prevent soil from entering the core. Backfill the drainage composite within two weeks. For Technical Assistance call us toll free at 866-333-3SBM (3726). WOP Visit our web site at www.graceconstruction.com s' 9 #.r! printed on recycled paper WTR, Grace & Co. -Conn. 62 Whittemore Avenue w . Cambvid�IvIA 02140 Blo,dmne and Hydmdoct are o,irrered tmdamarks of W. R. Grace & Co. - Cann, We hope the Iofonnarion here will be helpful. Ir is bored on data and knowledge nmsidemd to b, nue and occur.. and is offered for the users' musiduacion, investigalon ,ad ecrificavion, bur we do nor warrant the results m be obtained. Please read all smainenn, o e,aa,I, Aavions or suggesriuoI in con unction with our eondieione of sale, which apply m all goods supplied by us. No s,rooncot, recommendodoo or suggesdon is Immnded fur any use which wool Infringe any patent a copyright. W. R. Grace & Co. - Cease, 62 Whinnnore Arnvuo, CautbridGracege, MA 02140, In Greads, GCanada, Inc, 294 Clements (toad, Was,, Airs, Ontario, Canada L1S 3C6. These prodac¢ may be covered by patents or parents pending. Copyright 2002. W, R. Grace & Co. Con, I IYD 050A Printed is USA 12/02 Bpi/LY1.5M Construction Products S Y S T E M C Preprufe' Tape saoocaocauaanom®aeeercamaeexexoaneeeseuaeernem®eeuoaroeenaon®®u ®aweennmmsmenaoaeemoaoo® DESCRIPTION Preprufe' Tape is a specially formulated two sided, reinforced pressure sensitive tape. The bottom side of the tape has a highly aggressive pressure sensitive adhesive which is designed to adhere to penetrations, protrusions and Bituthene° membranes. The top side has another layer of adhesive and a protective coating. The protective coating protects the tape from the weather and UV light for up to 30 days after application. A thin flexible film is sandwiched between the two layers of pressure sensitive adhesive. The tape develops a continuous mechanical bond with the concrete that is cast against it. Preprufe Tape is supplied in rolls and is interwound with a silicone coated release liner. USE Preprufe Tape is used in detail areas including end laps, penetrations and various tie-ins. It is also used to patch damaged areas in the Preprufe membranes. The tape is a critical component of the Preprufe system since it is designed to develop a continuous mechanical bond to concrete that is cast against it. APPLICATION Apply Preprufe Tape when ambient temperatures are -4°C (25°F) or above. Wipe Preprufe membranes clean to remove any dirt, dust or moisture. Clean the surface of penetrations or protrusions with a wire brush to remove dirt, dust, rust and loose particles. Unroll the tape and adhere the exposed pressure sensitive adhesive surface to the membrane or penetration. The protective coating surface of the tape should face toward the concrete to be cast. Use heavy hand pressure or a hand roller to maximize adhesion. Remove the release liner during application. Cast concrete or apply shotcrete within 30 days of application of the tape. For Technical Assistance call us at 800.444-6459 (Option 3), Visit our web site at: www.graceconstruction.com 40 printed on recycled paper W.R. Grace & Co. -Conn. 62 Whittemore Avenue Cambridge, MA 02140 Froprvfe and Britlu a am. L,kurmd vndiani of W.11. Gare & C-O nn. Wehp Dif to 'lib hlpll I M1 f nn DepS 'J d a d J- ff s, h J GRAA� and 'f b pl tl al LD y j h rl' � Ic, (VV Ld court all J An d, N J FS J II Y hl �1 I' yp [.......Lh W. MS & CoL .62 Wh � A C I ad,,, MA @14U I C I \G R G &C C ,d Ltd.294 LhmennR J U�" AI course Cn mJn LlS lC6, 43. 1 ho, prosi nay b[a11111dlyp a is or pes [s Pinning Ce.,oflalo 1991 W.IL Grace &CO Co Idrod in USA PA/GI'S25M Construction Products 1,2/99 e PRODUCT DATA ■UPDATES ■TECH LETTERS ■DETAILS ■MSDS ■CONTACTS ■FAQS Perm-A-Ba Membrane Self-adhesive, rubberized asphalt/polyethylene waterproofing membrane for air and vapor barrier applications Advantages • Fully bonded — transmits wind loads directly to the substrate • Waterproof and virtually impermeable to moisture — virtually impermeable to the passage of liquid water and vapor • Air tight — exceeds CCMC requirements for air barrier membranes and complies with Massachusetts State Energy Code • Cross laminated film — provides dimensional stability, high tear strength, puncture and impact resistance • Cold applied — no flame hazard; self-adhesive overlaps ensure continuity • Flexible — accommodates minor settlement and shrinkage movement • Controlled thickness — factory made sheet ensures constant, non -variable site application • Aggressive, conformable adhesive — allows self-sealing around mechanical fasteners • Wide application window - - Perm -A -Barrier® Wall Membrane surface and ambient temperatures at 5°C (40°F)and above — Perm -A -Barrier System 4000 Wall Membrane surface and ambient temperatures at -4°C (25°F)and above — Perm -A -Barrier Low Temperature Wall Membrane surface and ambient temperatures between -4°C (25°F) and 160C (60°F) Description Perm -A -Barrier wall membranes are ideal for protecting the building superstructure from the damaging effects of the elements. By minimizing air and water vapor flow through the building exterior, Perm -A -Barrier wall membranes: • Prevent premature deterioration of the building envelope • Enhance thermal performance of the structure and save energy costs • Improve comfort for the building occupants Perm -A -Barrier Wall Membrane Perm -A -Barrier Flashing Tape Shelf angle GRACE Construction Products System Components • Perm -A -Barrier System 4000 Wall Membrane — extended temperature range system for use at all temperatures above -4°C (25°F), conveniently packaged with a unique water -based surface conditioner • Perm -A -Barrier Wall Membrane - standard grade for use at temperatures above 5°C (40°F) • Perm -A -Barrier Low Temperature Wall Membrane — low temperature grade for use at temperatures between -4°C (25*F) and 16°C (60°F) • Perm -A -Barrier Surface Conditioner — water -based surface treatment for use with System 4000 on cementitious substrates • Perm -A -Barrier WB Primer — high tack, water -based primer for use on exterior wallboards • Bituthene® Mastic Trowel Grade — rubberized asphalt mastic for sealing patches, terminations, brick ties, etc. Installation Safety Perm -A -Barrier products must be handled properly. Vapors from the mastic and solvent -based primer are harmful and flammable. For these products, the best available information on safe handling, storage, personal protection, health and environmental considerations has been gathered. Refer to product label and Material Safety Data Sheet before use. All users should acquaint themselves with this information prior to working with the material. Carefully read detailed precaution statements on the product labels and MSDS before use. MSDSs can be obtained from our web site at www.graceconstruction.com or by contacting us toll free at 866-333-3SBM (3726). Surface Preparation Surface must be smooth, clean, dry and free of voids, spatted areas, loose aggregate, loose nails, sharp protrusions or other matter that will hinder the adhesion or regularity of the wall membrane installation. Clean loose dust or dirt from the surface to which the wall membrane is to be applied by wiping with a clean, dry cloth or brush. If the substrate is damp, allow to A ry or use Bituthene Primer B2 to prepare the area to receive the membrane. Temperature Perm -A -Barrier System 4000 Membrane and Bituthene Surface Conditioner may be applied only in dry weather when air and surface temperatures are above -4°C (25°F). Perm -A -Barrier Low Temperature Membrane may be applied only in dry weather when air and surface temperatures are between -4°C (25°F) and 16°C (60°F). Perm -A -Barrier Wall Membrane may be applied only in dry weather when air and surface temperatures are above 4°C (40°F). Application Conditioning and Priming: Bituthene System 4000 Surface Conditioner is supplied ready to use. It should not be diluted with water or solvent. Mix and apply a light coating with a portable spray unit, brush or roller. Conditioner will cover 7.5 m2/L (300 ft2/gal) when applied with a low pressure, portable sprayer. Allow surface conditioner to dry completely before membrane application. The surface conditioner is considered dry when the substrate returns to its original color (minimum 1 hour). To test for dryness, rub small conditioned area by hand. Wet conditioner will ball up under the fingertips. Let dry until conditioner cannot be rubbed off. * Dens -Glassy Gold is a trademark of the Georgia Pacific Corporation Condition only areas that can be covered the same day. Conditioned areas not covered the same day should be reconditioned. Perm -A -Barrier WB Primer is a water -based primer which imparts an aggressive, high tack finish on the treated substrate. It is packaged ready to use and is specifically designed to facilitate tenacious adhesion of Perm -A -Barrier flashing tapes and wall membranes to glass mat surfaces and exterior gypsum boards such as Dens -Glass® Gold. Apply Perm -A -Barrier WB Primer by roller at a coverage rate of 6-7.4 m2/L (250-300 ft2 gal). Allow to dry for a minimum of 1 hour (longer at low temperatures). Membrane Application Cut membrane into easily handled lengths. Apply wall membranes horizontally to the primed blockwork between projecting masonry reinforcing, beginning at the base of the wall. Each length of the membrane must be installed so that the upper edge runs continuously along the underside of the line of masonry reinforcing. Subsequent sheets applied above must overlap the sheet below by 51 mm (2 in.) immediately below the line of reinforcing. Since the membrane width appropriate for this application of 457 mm (18 in.) is wider than the typical spacing between the lines of reinforcing 406 mm (16 in.), it will be necessary to cut the membrane at the location of the tie wires projecting from the wall to enable the sheet to be laid in place. End laps that occur in subsequent lengths that follow should maintain a minimum overlap of 51 mm (2 in.). See Figures 1 and 2. The membrane must be pressed firmly into place with a hand roller or the back of a utility knife as soon as possible, ensuring Figure 1: Membrane System Detail continuous and intimate contact with the substrate to prevent water from migrating under the membrane. In certain applications such as on soffits, ceilings or substrates such as oriented strand board (OSB), backnail the membrane along the side lap prior to installing the next sheet of membrane to ensure positive contact to the substrate. Apply Bituthene Mastic to seal around the tie wire projections. Fit the Perm -A -Barrier wall membrane tightly around all penetrations through the membrane and seal using Bituthene Mastic. Continue the membrane into all openings in the wall area, such as windows, doors, etc., and terminate at points that will prevent interior visibility. The installation must be made continuous at all framed openings. Coordinate installation of the Perm -A -Barrier wall membrane with the roofing trade to ensure continuity with the roofing system at this critical transition area. At the end of each working day, if the wall has been only partially covered, apply a bead of Bituthene Mastic along the top edge of the membrane at its termination to prevent vertical drainage of Perm -A -Barrier wall membrane Cut 51 rem (2 in.) overlap vertically at reinforcing wire 51 min Bituthene Mastic (2 in.) lap Adhere lower piece of membrane below reinforcing wire Note: Veneer not shown for clarity Figure 2: Horizontal Reinforcing precipitation from penetrating the end and undermining the membrane adhesion. Tool the Bituthene Mastic to ensure it is worked into the surface. Inspect the membrane before covering and repair any punctures, damaged areas or inadequately lapped seams. Membrane Repairs Repairs must be made using Perm - A -Barrier wall membrane sized to extend 150 min (6 in.) in all directions from the perimeter of the affected area. If repairs are required, carefully cut out affected areas and replace in similar procedure as outlined above. The repair piece must be pressed into place with a hand roller as soon as possible to ensure continuous and intimate contact with the substrate. Membrane Protection Perm -A -Barrier wall membranes must be protected from damage by other trades or construction materials. Storage and Handling Information All materials must be protected from rain and physical damage. Pallets of Perm -A -Barrier wall membrane must not be double stacked on the job site. Provide cover on top and all sides, allowing for adequate ventilation. Store membrane where temperatures will not exceed 32°C (90°F)for extended periods. All products must be stored in a dry area away from high heat, flames or sparks. Store only as much material at point of use as is required for each day's work. Limitations Perm -A -Barrier wall membrane systems must not be applied in areas where they will be permanently exposed to UV light and must be covered within a reasonable amount of time, not to exceed 30 days. Warranty Perm -A -Barrier products are warranted to be free of defects in manufacture for a period of 5 years. Material will be provided at no charge to replace any defective product. Technical Service Support is provided by full-time technically trained Grace field sales representatives and technical service personnel, backed by a central research and development technical services staff. Property and Test Thickness Minimum tensile strength, film_ Minimum elongation, to failure of rubberized asphalt Pliability, at 180° bend over 25 mm (1 in, mandrel Crack cycling, 3.2 man (1/s in.) at -32°C {-25°F) ___. Minimum puncture resistance, membrane Lap peel adhesion at minimum rvlaxlmum permeance to water va or transmission Air permeance of in -place membrane' Air permeance of in -place membrane' _ Water absorption Perm -A -Barrier Perm -A -Barrier Perm -A -Barrier Test Method System 4000 Wall Membrane Low Tem erasure 1 mm (3/64 in.) 1 corn 0/64 in 1 mm (3/64 in.) ASTM D37C Method A 2.8 MPa (400 psi) 2.8 MPa (400 psi) 2.8 MPa (400 psi) ASTM D412 Die C Modiff 34.5 MPa (5000 psi) 34.5 MPa (5000 psi) _ 34.5 MPa (5600 psi) ASTM D412 Die C Modifi 200% 200% 200% ASTM D412 Die C Modifl Pass at -43°C (-45°F) Pass at -32°C (-25°F) -Pass at -43°C (-45°F) ASTM D197( Unaffected Unaffected Unaffected ASTM C836 178 N (40 Ibs) 178 N (401bs) 178 N (40lbs) ASTM E154 17.00 N/m width 700 N/m width 875 N/m width ASTM D187E (6.316s/in. 416s/in.) Slbs/in. Modified 2.9 ng 2.9 ng 2.9 ng ASTM E96 (0.05 perms/(Pas.m2) 0.05 erms/ Pas.m' 0.05 erms/ Pa a Method B 8x10-5 L/s/m2 1.7x10-4 L/s/m2 L7x10-4 L/s/m2 ASTM E283 (4210-6 cf/min/ft2 8.5x10-5 cf/mut/ft2 8.Sx10-5 cf/min/ft2 No change in air No change in air No change in air ASTM E330 2�r,neance value enneance value ermeance value 0.1 % 0.1 % 0.1 % ASTM D570 Footnote; 1. Air peuneance measured at a pressure differential of 68 Its (11164 in.) fig. 2. Air petmeanee measured at a pressure differential of 68 Pa (I/64 in.) Hg after wall being subjected to a negative 3014 Pa (s7/64 in.) Hg pressure difference for 10 seconds, For Technical Assistance call toll free at 866-333-3SBM (3726). WiJ Visit our web site at www.graceconstruction.com Ca printed on recycled paper W. R. Grace & C.,-Conn. 62 Whittemore Avenue Cambridge, MA 02140 Noon A-Rzroar and Rlnnhene are mpisared node —le of W. If Grua & Co. Conn. We Lose age information here will be Imlpful. Is'a bas I as data and bandrdyc considered en be on, nod acnnare and is offered lorthe oner8'roarodeuragon, investigation and verification, Lot we do nota am the astdm as be obmined. Please read all amrtmems, recammeodatlons or successions in aean with our conditions of sale, GRACE C hiah apply on all foods supplied by u s. No statement, roco nendatinn or suggestion is intended for any „ which wolr)m infringe any patent copyright. V. Y \�G W. R. Grace & Co.Lonm n., 62 WhiaeomAvonuq Cambridge, MA 02140, In Canada, Goo, Canada, Inc., 294 Clements Road, Waco, Ajax, Ontario, cane d1 LIS 3C6. Theseproducnninybecovemdbypatentsorptemapendinf. Cupyrigha2003.NV.R.Grace&Co.Conn. PAR0.040A PrinmdinUSA 1103 FAMPSI21A Construction Products a. sPRObUCT DATA ■UPDATES NTECH LETTERS ■DETAILS ■ EDS ECONTACT ■FAQS Bituthen antic One part, gun or trowel applied mastic for sealing Bituthene membrane terminations and details Description Bituthene® Mastic is a rubberized, asphalt -based mastic. It has excel- lent adhesion to structural concrete, masonry and wood. The VOC (Volatile Organic Compound) content is 200 g/L. Available in tubes or pails. Use Bituthene Mastic is designed to seal terminations, edges of patches and overlaps in detail areas. On vertical Bituthene Mastic terminaton applications, the mastic must be applied to both the top and bottom Hydrodnct 220 terminations.• System 4000 Surface Limitation Conditioner Bituthene Mastic is an integral part a.. ace• of the Bituthene waterproofing Bituthene 4000 system. This mastic should not be _ �° • • e� applied where it will be covered „eol with Bituthene waterproofing t3ydxoduct coil goo membrane, except as permitted as ly a temporary cutoff.o Preprufe $� It should not be used as a primary Preprufe Tape waterproofing material. Bituthene 4000 _ Bituthene Mastic Bituthene Liquid Membrane 2.3 nmt(3/32 in.) minimum GRACE Construction Products Application Procedures Safety, Storage and Handling Information Bituthene products must be handled properly. Vapors from solvent -based primers and mastic are harmful and flammable. Grace Protection Board Adhesive is extremely flammable. For these products, the best available infor- mation on safe handling, storage, personal protection, health and environmental considerations has been gathered. Material Safety Data Sheets (MSDS) are available at and users should acquaint them- selves with this information. Carefully read detailed precaution statements on product labels and the MSDS before use. Application Apply Bituthene Mastic either with a caulking gun or trowel. If applied with a caulking gun, level the bead with a trowel to about 3 mm (0.125 in.) thickness and 13 mm (O.S in.) to 25 rem (1 in.) width. When applied as a temporary cutoff, trowel Bituthene Mastic to 1.5 rem (0.060 in.) thickness. Bituthene waterproofing membrane may be placed over the thin cutoff the next day. On the bottom edge of vertical applications, Bituthene Mastic should be troweled upward. Use it liberally at membrane termina- tions. Material usage requirements for Bituthene Mastic will vary widely from job to job. On large - horizontal plaza areas with few protrusions, only about one quarter of a tube may be required per roll of membrane. A vertical application may require one half tube or more per roll of membrane. Applications involving other protrusions may require one or more tubes per roll. Clean tools with mineral spirits at the end of each day. Mineral spirits is a combustible liquid and should be used only in accordance with the manufacturer's safety recom- mendations. Do not use solvents to clean hands or skin. For Technical Assistance call us toll free at 866-333-3SBM (3726). W'Okb Visit our web site at q+ www.graceconstruclion.com i�a W. R. Gvace & Co. -Conn. _ 62 Whittemore Avenue Camyridje, MA 02140 _ Bi=nuhenc ra a ,,ismred trademark of W. R. Grace Y Co. -Conn. We hope abe information here will be helPbd. It is based on dada and knuwledl, considered to be voahraa e and acand is offered for the no,", mvideratimy inveetibation and verification, but we do not warrant the reacts to be obdned. Please read all statements, recommendations or saacations at eni;IInoaion with our conAleions of sale, whirl, apply 1-all sonde supplied by us. No mroanmr, rarummendntmn or snsseednn is intended for any me which world infringe any patent or coPYrisbt. \G. le Craee h Co. - Conn., 62 Whitnnmm Avenue, Cambudsq MA 02140. In Canada, Grace Canada, lac„ 294 Clem.... Road, Was, Ap., Ontario, Canada L15 Ker `hose Products,nay be covered by pateo[s or Pannm Vending. Cd,,righe 2002. W, R. Graeu h Co. -Cunn. BIT-290A Pdneed In USA 12102 BPDMM printed on recycled paper GRACE Construction Products