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Home My WebLink AboutRS981987 - MISCTo: COUNTY OF ORANGE Attention: David Pierce Hohmann ARCHITECT 300 NORTH FLOWER ORANGE, CA We transmit Via Z Attached ❑ U.S. Mail ® Same day ❑ Under separate cover ❑ U.P, S. / Fed. Ex, n Next day ® Courier service ❑ Telefax: Total telefax pages: LETTER OF TRANSMITTAL 19100 Von Karman Avenue Suite 220 Irvine, California 92612 (949) 261-4862 Facsimile (949) 724-1399 Date 7/29/98 File No. Project. IBAR Copies Dated Description Sig. Fax 3 PLANS FOR LOT 17, PELICAN CREST ❑ ■ 2 SOILS REPORT FOR LOT 17 ❑ ❑ 2 STRUCTURAL CALCS ❑ ■ 2 TITLE 24 CALCS ❑ ❑ ■ ■ These are transmitted as checked below: Z For approval ❑ For your use ❑ As requested ❑ For review and comment Remarks SUBMITTAL NO. 1 FOR BUILDING PERMIT ❑ Your files ❑ Construction ❑ Documents returned If enclosures are not as noted, please inform us immediately. Signed: David Pierce Hohmann, AIA COUNTY OF ORANGE ENVIRONMENTAL MANAGEMENT AGENCY REGULATION GRADING PRE -INSPECTION REPORT (CHECK APPLICABLE BOXES) I. SITE IDENTIFICATION SITE ADDRESS 7 Beachcrest OWNER Ibar Development TRACT NO. LOT NO. Irvine Coast GRADING PLAN CHECK NO. BUILDING PLAN CHECK NO.RS98-1987 PARCEL MAP NO. (XX) SINGLE FAMILY ( ) TRACT ( ) COMMERCIAL ( ) EXISTING PERMIT: TYPE & NO. ( ) INDUSTRIAL ( ) STOCKPILE II. EXISTING SITE CONDITIONS (INSPECTOR, PLOT MISSING FEATURES ON GRADING PLAN) STRUCTURES; TYPE VEGETATION; TYPE DRAINAGE DEVICES; TYPE EROSION CONTROL DEVICES; TYPE WATER WELL IRRIGATION LINE SEPTIC TANK OTHER III. DRAINAGE CONDITIONS OFF -SITE FLOW CROSSES SITE: 14k--.)- ON -SITE DRAINAGE BY: ( ) SHEET ( ) SHEET FLOW ( ) CONCENTRATED ') OTHER PROJECT GRADING WILL DIVERT OR CONCENTRATE FLOW TO ADJACENT PROPERTY CONVERT CONCENTRATED DRAINAGE TO SHEET FLOW ALL ROOF DRAINAGE MUST BE TAKEN TO THE STREET VIA ROOF GUTTERS IV. SOIL & GEOLOGY CONDITIONS GRADED PREVIOUSLY, DESCRIPTION HILLSIDE AREA POSSIBLE LANDSLIDE AREA POSSIBLE UNCERTIFIED FILL, ESTIMATED DEPTH OIL EXPANSIVENESS: ( ) UNDETERMINED J) EXPANSIVE ( ) NON -EXPANSIVE V. REPORTS & LETTERS REQUIRED FOR PLAN CHECK HYDROLOGY REPORT (IF SIGNIFICANT OFF -SITE FLOW CROSSES PROPERTY PRELIMINARY SOIL REPORT (REASON: ( ) CUT OR FILL SLOPES ( ) POSSIBLE LANDSLIDE OR SITE STABILITY HAZARD EXISTS ( ) SUBDIVISION, COMMERCIAL/INDUSTRIAL OR MULTI - RESIDENTIAL PROJECT) ( ) PRELIMINARY GEOLOGY REPORT (REASON: ( ) CUT SLOPES ( ) POSSIBLE LANDSLIDES EXIST GEOLOGIC CONDITIONS MAY AFFECT SITE STABILITY) (Yr GRADING PLAN REVIEW LETTER FROM SOIL ENGINEER SITE REVIEW LETTER FROM SOIL ENGINEER (IF SITE CONDITIONS HAVE CHANGED SINCE DATE OF LAST REPORT) (See Other Side) F 0250-17.1(R 1 /84) VI. SITE REQUIREMENTS FOR PERMIT ISSUANCE ( ) VIOLATION: DOUBLE PERMIT FEE REQUIRED ( ) PRE -INSPECTION FEE REQUIRED; (1).-idOT REQUIRED ( ) ROUGH GRADE RELEASE WAIVED AFTER PRECISE GRADING PERMIT ISSUED GRADING PERMIT REQUIRED, BECAUSE OF: ( YARDAGE ( IMPROVEMENTS ) SITE DRAINAGE CONDITIONS NVERT TO PRECISE PRELIMINARY PERMIT NO. (-OND REQUIRED, BECAUSE OF: ( ) COMMERCIAL ( ) TRACT ( ) HILLSIDE AREA ( ) POSSIBLE HAZARD ( ) EROSION CONTROL PLANS ( ) HYDROLOGY STUDY ( ) TEMPORARY (OCT. 15 THRU APR. 15) ( ) PERMANENT ( ) OSHA INDUSTRIAL SAFETY PERMIT (IF TRENCH CONDITION>5 FT. DEEP) ( ) FISH AND GAME AGREEMENT (IF ADJACENT TO CONTROLLED WATERCOURSE) ( ) ENCROACHMENT PERMIT FROM PUBLIC PROPERTY PERMIT SECTION (IF WORK IN PUBLIC R/W) ( ) LETTER OF CONSENT FROM ADJACENT OWNERS ACCEPTING RUNOFF AND/OR OFF -SITE GRADING ( )H LAND AREA; REQUIRE FIRE MARSHAL'S APPROVAL RETAINING WALL PERMIT REQUIRED CONCURRENTLY WITH GRADING PERMIT SILMOD CRITERIA VARIANCE REQUIRED BECAUSE: ( ) GRADED SLOPES > 45% ( ) GRADED SLOPES > 10 FT. VERTICAL HEIGHT ( ) VISIBLE FROM PUBLIC ROAD AND REQUIRES APPROVED LANDSCAPE PLAN ( ) REMOVAL OF TREES > 5 IN. DIA. ( ) COASTAL ZONE AREA ( ) DEMOLITION PERMIT REQUIRED VII. ADDITIONAL COMMENTS ( ) EXISTING EROSION CONTROL PLAN FOR PRELIMINARY PERMIT IS VALID FOR THIS PERMIT ( ) SEE NOTATIONS MADE ON COPY OF PLANS INSPECTOR \e/6)— DATE JM:jnRD12-27 1/20/84 OWAJER 0 — 1-Z_ _ ✓r ewod o 12 - 1 - q S. CLA-R-I F- �Ga.Tirr1,1�° ITEMS Q" C'dmpL�9�ve�� - l 1S vl.0 Aizc�t l- F1y14,0 # VL C G- R E Z) K /. T(A RESIDENTIAL PLANCORR ECTION LIST OWNER: IBAR DEVELOPMENT DATE: 8-17-1998 PLAN CHECKER HOSSEIN PLAN CHECKER'S TELEPHONE: (714) 834-2566 PLAN CHECK NO.: RS981987 JOB ADDRESS: 7 BEAC[ICREST UBC OCCUPANCY GROUP R3/U1 UBC EDITION: 1994 CONTACT PERSON'S TELEPHONE: DAVID <<r, (949) 261-4862 TYPE OF CONST.: VN (942) 1 4-►zE5- PROJECT DESCRIPTION: STD 70) Z- G 44, vot- I .e.,-, -i1 is-Lp THE FOLLOWING ITEMS REQUIRE CORRECTION Return this list & check set with corrected plans. ALL PLAN CHECK INQUIRIES BY APPOINTMENT ONLY U.B.C. 1994 ED. REV., O.C. BLDG. ORD. NOS. 3953 & 3960, R 3/96 RESIDENTIAL PLAN CORRECTION LIST - SPECIAL FIRE PROTECTION AREA I. ADMINISTRATIVE A. Obtain Clearances (approval) from: 1. Current Planning 834-5146 2. Grading Section 834-2465 3. Fire Authority 744-6623 1110 E. Chapman, Suite 100 Orange, CA 92666 NOTE: It is the responsibility of the applicant to satisfy the requirements of each of the above sections or departments. Normally each section will stamp your plans indicating their approval. B. This correction list covers plan check of residential occupancies R-3) and garage/carports only. Recreational buildings, sales offices, retaining walls, etc. will require separate plan submittals to Commercial/Industrial Plan Check Section for approval. C. Application for which no permit is issued within 180 days following the date of application shall expire by limitation. An extension of 180 days may be granted upon written request showing circumstances beyond the control of the applicant have prevented action being taken. In order to renew action for an application after expiration. the applicant shall resubmit plans and pay a new plan check fee. Sec. 106.4.4. D. At building permit issuance, one (1) additional set of plans consisting of summary or title sheet, plot plan. floor plans and elevations shall be required for the Assessor's Office. II. INFORMATION A. A GRADING PERMIT and ROUGH GRADING approvals are required. NOTE: Building permit will not he issued until "Rough Grading" approval is obtained from the grading inspector. IVIH:ht/cvREPORT.DOC(12/20/96) Page 2 of 22 Contact Grading Section for additional information. B. A SOIL/GEOTECHNICAL REPORT shall be approved by Grading Section prior to issuance of building permit. All recommendations shall be incorporated into foundation plans. C. The applicant must submit two sets of plans to the Orange County Fire Authority directly. OCFA approval is required on 2 sets of plans before any building permits can be issued. D. Valid Worker's Compensation Certificate or Owner -Builder Verification is required prior to issuance of building permits. I. Three final sets of plans shall be signed by the Structural or Civil Engineer or Architect responsible for this project. The third set is for the Assessor's Office. J. Plans cannot be rechecked at the counter. Resubmit and allow additional time for recheck. K. Provide will -serve letters from the utility company for water and sewer service for tracts of single family dwellings. III. GENERAL A. Refer to the "Index of Drawings" shown on the first sheet. See comments. B. Note on Plans: 1. Square footage (dwelling, patio, deck. garage). Your square footage is confusing. See comments. Clarify! 2. Assessor's parcel number. 473-08-121 D. Plans lorsingle family dwellings and duplexes are not checked for plumbing. mechanical and electrical code compliance. These disciplines are subject to field inspection.04. 1994 ED. REV.. ENERGY EFI . STDS. 1995 REV.. O.C. I3LD(i. ORD. NOS. 3953 & 3960. R 3,96 RESIDENTIAL PLAN CORRECTION LIST - SPECIAL FIRE PROTECTION AREA G. See red notes on your plans for clarification of corrections or comments. i Major corrections shall be made on the original tracing and new prints submitted. Return the original plan check sets of plans. . Note on this correction sheet the location of the completed correction on your plans...Sheet No., detail....etc. J. Separate permit is required for each building structure, i.e., fence walls, ining walls outdoor or indoor swimming pools/spas. The site retaining walls are not checked under this plan check. A separate package showing wall locations and structural details referenced to the plans & calculations need to be submitted as a new plan check submittal. Start at Station #1 to initiate this new plan check. c7r 1 '( rovide material specifications on plans. S f " 54 1.1 u C1dnaol ham Omit all details not applicable to this project. P. See attached correction list for access and location requirements of warm air furnaces. AAAV• —I Q. Plan checker to review valuation and fees. Lettering size of your dimensions on the plot plan is too small. See comments on plans. Cfrep..I Note on Plans: Provide house street number visible and legible from street. Numbers shall be of non-combustible materials in Special Fire Protection Zones. O.C. Bldg. Ord. No. 3960.iFeP.( Accurately show building location and dimension all setbacks to property lines. See omments on plans. F:IE„. Pl ! g Paw Page 3 of 22 there any easeme is of record on this lot? ES ,Oerl A5 Showki Show approximate location of public sewer and lateral ready to serve the structure. Identify all abutting properties, both public and private. Indicate the uses thereon including Road R/W, F oo trol C annfques ian Trai T'b estslEEessity for backwater valves for ,single family dwellings, show on plot plans: Direction of flow of sewer lines. Manhole rim elevations. Finished floor elevations of first and second floors. ejpe P• Manhole locations. vide and show locations of backwater valves on plot plan for single family dwellings. U.P.C., Sec. 710.0.‘0 . f —( lu + N )VOL *N. Show on plot plan the fixtures that require MH:hNicv EPORT.DOC(12/20/96) backwater valves for single family dwellings. U.P.C., Sec. 7100. ARCHITECTURAL FLOOR PLANS Identify the room to the left of the Nook. FAMIL Specify ceiling heights of all rooms. Sejc. 310.6.1. *pig ^ -r .A t 4M t Habitable rooms ... 7'6" min. Halls, Entry, Kitchen, Bath ... 7'0" min. Specify the glazing for all windows and doors r title-24 energy report. See comments on eet A-l3. ,r1S. P1"1 etAIS echanical ventilation for toilet compartments, l rooms, and laundry rooms shall be capable of providing 5 air changes per hour. Clarify. Sec. 1203.3. y L. O, NO►r3 et -- oN 11-9,Aujc A-1% U.B.C. 1994 ED. REV.. ENERGY EFF. STDS. 1995 REV.. O.C. BLDG. ORD. NOS. 3953 & 3960. R 3/96 1 RESIDENTIAL PLAN CORRECTION LIST - SPECIAL FIRE PROTECTION AREA fy size and show location of heating ent to provide 70°F. at 3' above floor. e gipment schedule on plans.Irwe NOM.1 side attic access min. 22" X 30", readily accessible with minimum 30" clear head oom. Sec. 1505.1. NUM. 1 Provid ' ross-section throu:h the s showing: GJ ND,I 25 x.)A^I ise 7" max.; Run 11" min.; Max. 3/8" differential. Rise 8" max.; Run 9" min. for private stairway serving Less than 10 occupants. Sec. 1006.3. G r„ '7/ p.?J t Fj/p R-/ andrail ...34" to 38" above nosing, with 2" extension beyond top and bottom risers, except_for priv to stairs. Sec. 1006.9. rlF�`C ►O)p• , Handgrip, cross-section dimension 1 1/4" Min.-2" max. Sec. 1006.9. Must justify the wall mounted connection to resist 200 pound load in any direction.0 4" max. clear spacing of intermediate rails. Sec.509.3.Cj /91p.1, Headroom...6'8" minim um. Sec. 1006.15. 5BE 010,470 Y> 12'-0" maximum vertical distance between landings. Sec. 1006.7.56E er,n04 36" minimum width for stairway serving less than 50 occupants. Sec. 1006.2. rye Size structural members, stringer. treads. 5 .7/1)•3i 3 Positive or bolted connection of stringers to floor structure and bolted connection of treads to stringer. ' i/P•',, S 19• 4, MH:ht/cvREPORT.DOC(12/20'96) Page 4 of 22 Balcony railing intermediate rail maximum 4" clear. Guardrail height = 36" for R-3, U-1 occupancies, Clarify. Sec. 509. Cft A-1O etail and dimension winding stairway, circular stairway or spiral stairway. Sec. 1006. Note this on plans: Provide water-resistant ypsum backing board as a base for tile or wall anels for tub or shower enclosures or water loset compartment walls. Sec. 2512. MAION 1z A-( ote this on plans: Showers shall be finished 70" above drain with materials not adversely affected by moisture. Specify materials. Clarify. Secs. 807.1.3 and 2512. to on plans: Anti -scalding shower and tub d shower valves required. U.P.C. Section 4�0.7.C� va1 / NOS lel A -I ote on plans: Safely glazing is required at drobe door. Sec. 2406.5. Is this applicable to your case? Oft. 114110l Nr/M 3 •� cm,A II For clothes dryer vent in R-3 occupancies, U.M.C., 1994 Edition, Sec. 504.3. Call out diameter and length. 2) Call out number of 90° bends for each vent. cfpo Nqa (2. OM i- All new Group R, Division 3 detached one- and two-family dwellings 5,500 square feet (511 m2) including garage or larger in area shall be equipped with an approved automatic residential sprinkler system. Residential or quick -response standard sprinkler heads shall be used in the dwelling portion of the building. G%^ VI. ROOF Specify roofing material. 47rpg, ref Tt U.B.C. 1994 ED. REV.. ENERGY EFF. STDS. 1995 REV.. O.C. BLDG. ORD. NOS. 3953 S 3960. R 396 LI. Specify ICBO approval number of factory built fireplace. MH:ht/cvREPORT.DOC( 12.'20/96) RESIDENTIAL PLAN CORRECTION LIST - SPECIAL FIRE PROTECTION AREA VII. rovide roof vents for attic ventilation. Specify tal area of vents. Sec. 1505.3. t �jM r r-r ,q-777 WPM Exterior decks, ba conies, and stairways sealed nderneath shall be waterproofed. Specify aterials. larify. Sec. 1402.3. 7AS Jeff 4f° A-1 LEVATIONS pecify 7/8" thick stucco on exterior wall ering over weather -resistive barrier. AJ TE S s'1 t,N A-f VIII. GARAGE AND CARPORT , both ght-fitting. Clarify. Sec. 302.4. ucts piercing wall between house living area d garage shall be 26 GA. G.I. material in the age sealed at edges, and no openings into e. Clarify. Sec. 302.4. Are you creating a` y opening in the garage floor'? al fi.gN tquiVs > IX. GENERAL FRAMING References details on plans. See comments on Tans. S 51-1 ere' 5/- '.fy any balloon framing on the framing . 5e0 5/1-3 G t�/t1- if foT�14 m 2 X 6 studs at plumbing walls. $Y mc 44 Tee r Design and show construction details of guardrails to resist 20-50 pound -per- foot - horizontal force. Table No. 16-B. C7gPa10/i 3 Provide structural calculations for posts and show post sizes. Specify connection at top and bottom. Pew'5140'5 io`516141M T'e (pxG PgisTG+ is°10441d Paulo d"-3 Is8 4oc lead XIII. Page 5 of 22 here top plates or sole plates are cut for pipes. a metal tie minimum 0.058" thick and 1-1/2" wide shall be fastened across the opening with 6-16d nails minimum each side. Clarify. Sec. 2326.11.7. e-dee note "4 ' 541£E'j_S Cfr loor joist framing from opposite sides of a am, girder or partition shall be lapped at least 3 inches or the opposing joists shall be tied together in an approved manner. Clarify. Sec. l 2326.8.3. SEE fib 4" OK414 �/�l S5I-3 * 51-� FOUNDATION bmit post -tensioned plans and calcs. for plan heck. Plans shall be signed by the design engineer and reviewed by the architect or engineer of record. ubmit a completed foundation plan. Dimension foundation ndation plan and footing locations. See comments on plans S1-1.Alait900 4AeCTSI-I 44sfr2 Reference all footing details to foundation plans. Need Basement w 11 to foundation details. P t 'IM do •ls ef6O % Ft)Fp-a- p� atNCt D o N 1 1 .2 rP ovide stucco b e screed. Sec. 2M)6. . S . '� S� (07P—t Provide positive post to footing connection @ all posts.. (DX(o =,€)'fl peavr It apitocitio "Cbcgrwritzt. w/ c e . aN St4dE'r 5I —1 ote soil report recommendations for footings on foundation plan. See final "approved" soil report rom Grading Section. 5e6 140PO5 2 # 3 oN 15Vieer SI — I Foundation retaining walls. U.B.C. 1994 ED. REV.. ENERGY EFF. STDS. 1995 REV.. O.C. 13L1Xi. 0 Show positive moment reinforcing steel. Spe�cifv location. poSI It16 CitNS10(J) (ctlNtba ct� IS p vlr)* o�► Sot I S n sew I,�4t�sf 7P_�u r.1=vZ S o�v Doting size an rem orc� c rey nre See DETAILS 38 — +o w/ 5t% a TA6IE Provide negative moment reinforcing in walls with fixed footing. t3E4#114 OkEh' GIN& ‘S PIT 12*Ceh Fbit ANT. WM$ 'SM TOW STE orb 4 m*Pae551avk RD NOS. 395 3 Le 396.. ;/96 ip - op w F4A-. e= % De roc S 38 4" D N Oeer FV'?.- RESIDENTIAL PLAN CORRECTION LIST - SPECIAL FIRE PROTECTION AREA Page 6 of 22 Title 20, Chapter 2. The certificate elate wall height to grade elevations. 64:)(14� shall state the manufacturer's name Show drain behind wall and show disposal point.WLS NiDer#.Ls e, Daftla 5L-t0 �g �y Provide dampproofing barrier. Specify / \ /20. Spec method to be used. / in atio • on .: ns. Note on plans: Footings shall be examined and certified in writing by the project Soil/Geology Engineer prior to EMA inspections and placement of concrete. �7 NOTE #3 and 5/-1 I. \ GENERAL REQUIREMENTS Provide equipment schedulae on plans. Give brande & model #'s. Provide forms Cf-1 R & MF-1R on the plans. }i . Note on plans a statement that the building complies with the requirements of Title 24, Part 6, signed by the designer of the building. Notes to be placed on the plans: The builder shall provide the original occupant a list of the heating, cooling, water heating, and lighting systems, and conservation or solar devices installed in the building and instructions on how to use them efficiently. After installing insulation, the installer shall post in a conspicuous location in the building a certificate signed by the installer and the build stating that the installation conforms with the requirements of Title 24, Part 6. and that the materials installed conform with the requirements of MH:ht/cvREPORT.DOC(12/20/96) and material identification, the installed R-value, and weight per square foot. II. MANDATORY MEASURES - PLACE ON PLANS oriva oft -it U.B.C. 1994 ED. REV.. ENERGY EFF. STDS. 1995 REV.. O.C. BLDG. ORD. NOS. 3953 & 3960. R 3/96 Q rry ENGINEERING 180 EAST MAIN STREET, SUITE 135 TUSTIN, CALIFORNIA 92680 PHONE: (714) 838-1124 FAX: (714) 838-1406 TABLE OF CONTENTS FCR LOT 17 PELICAN CREST NEWPORT BEACH JOB NI.hBER 980265 1. - BUILDING SLhMARY 2. - GLAZING SUMMARY 3. CF-1R - CChPLIANCE STATEMENT 4. C-2R - BUILDING DESIGN 5. FORM 3R - CALCULATION OF HEAT TRANSFER COEFFICIENTS 6. FORM 4R - HEATING LOAD CALCULATION 7. FORM 5R - COOLING LOAD CALCULATION BASED CN LIGHT DRAPES ON ALL WINDO S 8. FORM 6R - rin ING LOAD CALCULATION BASED CN NO DRAPES BUILDING SUMMARY LOT 17, PELICAN CREST JC8 WEER 980265 PROPOSED BUILDING ENVELOPE: INSULATION: EXT WALL R13 ATTIC CEILING R19 FLCCR OVER GARAGE R13 DUCT INSULATION R4.2 PERIMETER INSULATION NONE PROPOSED BUILDING GLASS CCNFI( PATICN: DOUBLE PANE THE FOLLOWING GLASS: REAR FACING RIGHT FACING FRONT FACING LEFT FACING 40 SQ FT 211 SO FT 16 SQ FT 154 SQ FT EQUIPMENT SIZING REQUIREMENTS: NEW EQUIPMENT TO BE SELECTED BY THE CONTRACTOR TO MEET THE FOLLOWING REQUIREMENTS: 1. HEATING CAPACITY TO MEET MINIMUM BUILDING HEATING LOAD OF 121847 BTUH. 2. EFFICIENCIES TO BE EQUAL CR GREATER THAN THE FOLLOWING: FURNACE AFUE = 78.00% AIR CCNDITICNER SEER = 10.00 WATER HEATER EF = 0.64 WATER HEATER BLANKET = R-10 3. WATER HEATER SIZE TO NOT EXCEED THE SIZE SHOWN. SAMPLE EQUIPMENT SELECTIONS: TERRY ENGINEERING IS NOT RESPONSIBLE FCR THE EQUIPMENT SELECTION; THEREFORE, THE FINAL SELECTION MAST BE BASED CN DESIGN CRITERIA PROVIDED BY THE CANER: REFER TO FORMS 4, 5 & 6 FCR LOAD CALCULATIONS. THE FOLLOWING SELECTIONS ARE FCR REFERENCE ONLY. RESULTS: EQUIPMENT QTY MAKE MODEL BTU/HR FURNACE 1 (3) PAYNE 395CAV060090 89000 EACH EQUIPMENT QTY MAKE MODEL TONS AIR CONDITIONER 1 (3) PAYNE 561C060-A 5.0 EQUIPMENT QTY MAKE MODEL GALLCNS BLANKET WATER HEATER (2) ANIERICAN G102-50T38-3 50.00 R-10 RECIRC PIMP (2) CRUMDFOS UP15-42 1/25 HP TIME CLOCK (2) GRUMIi)FOS 505474 TEMP CONTROL (2) GRUI)FOS 505475 COMPLIANCE IS BASED CN THE PERFORMANCE METHOD. PERFORMANCE RESULT = 9.36 BUDGET = 10.06 GLASS SUMMARY LOT 17, PELICAN CREST JCS NUMBER 980265 FRAMING OPENING GLAZING SHADING NUM ORIENTATION WIDTH HEIGHT WINDOW TYPE U-VALLE MATERIAL TYPE TYPE DEVICE 1 LEFT 2.50 6.00 REGULAR 0.60 WOCO HINGED DIAL 2 LEFT 2.50 6.00 REGULAR 0.60 WLXD HINGED DUA1. 3 LEFT 2.00 2.00 CLERESTCRY WINDOW 0.60 WCXD FIXED DUAL 4 LEFT 2.00 2.00 CLERESTCRY WIPDCW 0.60 WCXD FIXED DUAL 5 LEFT 2.00 2.00 CLERESTCRY WINDCL! 0.60 4XCD FIXED DUAL 6 FRCNT 4.00 9.00 FRENCH GLASS DCCR 0.99 WOOD HINGED SINGLE 7 FRCNT 12.56 1.00 COD SHAPED GLASS 0.92 WOOD FIXED SINGLE 8 FRCNT 2.50 8.00 FRENCH GLASS DCCR 0.99 WOOD HINGED SINGLE 9 FRONT 2.50 8.00 FRENCH GLASS DCCR 0.99 WCCD HINGED SINGLE 10 FRONT 2.00 2.00 CLERESTORY WINDOW 0.60 WIXCD FIXED DUAL 11 FRCNT 2.50 8.00 FRENCH GLASS DOOR 0.99 1..t7CD HINGED SINGLE 12 FRCNT 2.50 8.00 FRENCH GLASS DCCR 0.99 WC7CD HINGED SINGLE 13 FRCNT 2.00 2.00 CLERESTCRY WINDCW 0.60 WCXO FIXED DUAL 14 LEFT 2.50 6.00 REGULAR 0.60 WOOD HINGED DUAL 15 LEFT 2.50 6.00 REGULAR 0.60 WOOD HINGED DUAL 16 LEFT 2.50 5.00 REGULAR 0.60 4DCD HINGED DUAL 17 LEFT 2.50 5.00 REGULAR 0.60 4p1) HINGED DUAL 18 REAR 2.50 8.00 FRENCH GLASS DCCR 0.99 WCCD HINGED SINGLE 19 REAR 5.67 8.00 FRENCH GLASS DCCR 0.99 WCXD HINGED SINGLE 20 REAR 2.50 8.00 FRENCH GLASS DOOR 0.99 W17CD HINGED SINGLE 21 LEFT FRCNT 2.75 8.00 FRENCH GLASS DCCR 0.99 WCXD HINGED SINGLE 22 LEFT 2.75 8.00 FRENCH GLASS DCCR 0.99 WCCD HINGED SINGLE 23 LEFT 2.75 8.00 FRENCH GLASS DCCR 0.99 kCCO HINGED SINGLE 24 LEFT 2.75 8.00 FRENCH GLASS DCCR 0.99 WOOD HINGED SINGLE 25 LEFT 2.75 8.00 FRENCH GLASS D(XR 0.99 WCXD HINGED SINGLE 26 LEFT 2.75 8.00 FRENCH GLASS DOOR 0.99 WCXO HINGED SINGLE 27 LEFT 2.75 8.00 FRENCH GLASS DCCR 0.99 WOCO HINGED SINGLE 28 LEFT REAR 2.75 8.00 FRENCH GLASS DOOR 0.99 WOOD HINGED SINGLE 29 REAR 2.75 8.00 FRENCH GLASS DOCK 0.99 WOOD HINGED SINGLE 30 REAR 2.75 8.00 FRENCH GLASS DOOR 0.99 WCXO HINGED SINGLE 31 LEFT REAR 3.00 8.00 FRENCH GLASS DCCR 0.99 1XD HINGED SINGLE 32 LEFT 2.50 8.00 FRENCH GLASS DOCK 0.99 WOCO HINGED SINGLE 33 LEFT 5.33 8.00 FRENCH GLASS DCCR 0.99 %XCO FIXED SINGLE 34 LEFT 2.50 8.00 FRENCH GLASS DCCR 0.99 4DGD HINGED SINGLE 35 LEFT 2.50 8.00 FRENCH GLASS DOOR 0.99 WCXD HINGED SINGLE 36 LEFT 6.00 8.00 FRENCH GLASS DCCR 0.99 WOOD FIXED SINGLE 37 LEFT 2.50 8.00 FRENCH GLASS DOOR 0.99 t.X1) HINGED SINGLE 38 REAR 3.00 8.00 FRENCH GLASS DCCR 0.99 4ACCD HINGED SINGLE 39 REAR 3.00 8.00 FRENCH GLASS DOOR 0.99 WCXO HINGED SINGLE 40 REAR 3.00 8.00 FRENCH GLASS DOCK 0.99 WL]CO HINGED SINGLE 41 REAR 3.00 8.00 FRENCH GLASS DCCR 0.99 WCXO HINGED SINGLE 42 REAR 3.00 8.00 FRENCH GLASS DCCR 0.99 WOOD HINGED SINGLE 43 REAR 3.00 8.00 FRENCH GLASS DCCR 0.99 WCXO HINGED SINGLE 44 RIGHT 3.00 8.00 FRENCH GLASS DCCR 0.99 WOOD HINGED SINGLE 45 RIGHT 3.00 8.00 FRENCH GLASS DCXR 0.99 WOOD HINGED SINGLE 46 RIGHT 2.50 8.00 FRENCH GLASS DOOR 0.99 WOOD HINGED SINGLE 47 RIGHT 5.33 8.00 FRENCH GLASS DCCR 0.99 WCXD FIXED SINGLE 48 RIGHT 2.50 8.00 FRENCH GLASS DCCR 0.99 4CXD HINGED SINGLE 49 RIGHT 7.00 5.00 REGULAR 0.60 WC° HINGED DUAL 50 RIGHT 2.50 8.00 FRENCH GLASS DCCR 0.99 WCXD HINGED SINGLE 51 RIGHT 4.50 6.00 REGULAR 0.60 WCD HINGED DUAL. 52 RIGHT 4.50 6.00 RE0.JLAR 0.60 WCCD HINGED DUAL 53 RIGHT 2.50 4.00 REGJLAR 0.60 4DCD HINGED DUAL 54 RIGHT 4.50 6.00 REGJLAR 0.60 4DGD HINGED DUAL 55 RIGHT 2.50 4.00 REGULAR 0.60 4DCD HINGED DUAL GLASS SUMMARY LOT 17, PELICAN CREST JOB NUMBER 960265 FRAMING OPENING GLAZING SHADING NLM ORIENTATION WIDTH HEIGHT WINDOW TYPE U-VALLE MATERIAL TYPE TYPE DEVICE 56 FRONT 2.50 8.00 FRENCH GLASS DOOR 0.99 4CCD HINGED SINGLE 57 FRONT 2.50 8.00 FRENCH GLASS DOOR 0.99 WOOD HINGED SINGLE 58 FRONT 2.00 2.00 CLERESTCRY WINDOW 0.60 WOOD FIXED COAL 59 FRCNT 2.50 8.00 FRENCH GLASS DOCK 0.99 V.0 D HINGED SINGLE 60 FRCNT 2.50 8.00 FRENCH GLASS DCCR 0.99 WOOD HINGED SINGLE 61 FRONT 2.00 2.00 CLERESTCRY WINDCYW 0.60 4C(D FIXED CUAL 62 LEFT 2.00 2.00 CLERESTCRY WINDC.J 0.60 6CCD FIXED DUAL 63 LEFT 2.00 2.00 CLERESTCRY WINDOW 0.60 WOOD FIXED DUAL 64 LEFT 2.00 2.00 CLERESTORY WINDOW 0.60 6CCD FIXED DUAL 65 LEFT 2.50 5.00 REGULAR 0.60 WCCD HINGED DUAL 66 LEFT 2.50 5.00 REOJLAR 0.60 WOOD HINGED DUAL. 67 REAR 4.00 5.00 REGULAR 0.60 WCCD HINGED DUAL 68 REAR 4.00 5.00 REGULAR 0.60 WCCD HINGED DUAL 69 LEFT 4.00 5.00 REGULAR 0.60 WOOD HINGED DUAL 70 REAR 1.50 8.00 FRENCH GLASS DCCR 0.99 t,CCO HINGED SINGLE 71 REAR 2.50 8.00 FRENCH GLASS DOOR 0.99 WCKD HINGED SINGLE 72 REAR 2.50 8.00 FRENCH GLASS DCCR 0.99 ICCD HINGED SINGLE 73 REAR 1.50 8.00 FRENCH GLASS DCCR 0.99 WOCD HINGED SINGLE 74 REAR 1.50 8.00 FRENCH GLASS DOOR 0.99 WCCCD HINGED SINGLE 75 REAR 2.50 8.00 FRENCH GLASS DCCR 0.99 ICCO HINGED SINGLE 76 REAR 2.50 8.00 FRENCH GLASS DCCR 0.99 4CC0 HINGED SINGLE 77 REAR 1.50 8.00 FRENCH GLASS DCCR 0.99 4CCD HINGED SINGLE 78 REAR 2.50 8.00 FRENCH GLASS DOOR 0.99 WCCD HINGED SINGLE 79 REAR 2.50 8.00 FRENCH GLASS DOOR 0.99 WOOD HINGED SINGLE 80 RIGHT 2.50 4.00 REGJLAR 0.60 WOOD HINGED DUAL 81 RIGHT 2.50 4.00 REGJLAR 0.60 WOOD HINGED DL.AL 82 RIGHT 4.50 5.00 REGULAR 0.60 WOOD HINGED DUAL 83 RIGHT 4.50 5.00 REGULAR 0.60 t4OCI) HINGED DUAL 84 RIGHT 2.50 4.00 REGULAR 0.60 4000 HINGED DUAL CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF-1R Project Title TAT 17 Project Address PELICAN CREST NEWPORT BEACH Documentation AuthorJames H. Terry Terry Engineering 180 E Main St Ste 135 Tustin, CA 92680 (714) 838-1124 Climate Zone 06 Compliance Method MICROPAS4 v4.50 for 1995 Standards ******* *v4.50* ******* Date 07/30/98 Building Permit # Plan Check / Date Field Check/ Date by Enercomp, Inc. MICROPAS4 v4.50 File-S9802650 Wth-CTZO6S92 Program -FORM CF-1R User#-MP0206 User -Terry Engineering Run -LOT 17 GENERAL INFORMATION Conditioned Floor Area Building Type Construction Type Building Front Orientation Number of Dwelling Units Number of Stories Floor Construction Type Glazing Percentage Average Glazing U-value Component Type Roof Wall FloorExt SlabEdge 8555 sf Single Family Detached New Front Facing 270 deg (W) 1 2 Raised Floor 18.6 % of floor area 0.89 Btu/hr-sf-F BUILDING SHELL INSULATION Frame Cavity Sheathing Assembly Type R-value R-value U-Value Location/Comments n/a R-19 R-n/a 0.051 Attic Ceiling n/a R-13 R-n/a 0.088 Ext Wall n/a R-13 R-n/a 0.064 Floor Over Gar n/a R-0 R-n/a 0.720 Covered FENESTRATION U-VALUE TABLE FRAMING TYPE MATERIAL WINDOW DOOR DOOR WINDOW WINDOW OPENING GLAZING TOTAL TYPE U-VALUE TYPE AREA WOOD FIXED 0.92 SINGLE 12.56 WOOD FIXED 0.99 SINGLE 133.28 WOOD HINGED 0.99 SINGTE 1025.36 WOOD FIXED 0.60 DUAL 40.00 WOOD HINGED 0.60 DUAL 381.00 FENESTRATION NOTE "IF NO INTERIOR SHADES ARE PROPOSED, USE THE SHADING COEFFICIENT FOR STANDARD DRAPES (SC INTERIOR SHADE = 0.78)." [RESIDENTIAL MANUAL, JULY 1992, PAGE G-48, GENERAL INFORMATION, PARAGRAPH 7] Orientation Door Door Door Door Door Back Back Back Back Back (E) (E) (E) (E) (E) FENESTRATION # of Interior Area U- Pan- Shading/ (sf) Value es Description 20.0 0.990 45.4 0.990 20.0 0.990 22.0 0.990 22.0 0.990 1 STANDARD 1 STANDARD 1 STANDARD 1 STANDARD 1 STANDARD Exterior Shading None None None None None Over- hang/ Framing Fins Type None WoodDiv None WoodDiv None WoodDiv None WoodDiv None WoodDiv CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF-1R Project Title LOT 17 Date 07/30/98 MICROPAS4 v4.50 File-S9802650 Wth-CTZO6S92 Program -FORM CF-1R User#-MP0206 User -Terry Engineering Run -LOT 17 FENESTRATION # of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing: Orientation (sf) Value es Description Shading Fins Type Door Back (E) 24.0 0.990 1 STANDARD None None WoodDiv Door Back (E) 24.0 0.990 1 STANDARD None None WoodDiv Door Back (E) 24.0 0.990 1 STANDARD None None WoodDiv Door Back (E) 24.0 0.990 1 STANDARD None None WoodDiv Door Back (E) 24.0 0.990 1 STANDARD None None WoodDiv Door Back (E) 24.0 0.990 1 STANDARD None None WoodDiv Window Back (E) 20.0 0.600 2 STANDARD None None WoodDiv Window Back (E) 20.0 0.600 2 STANDARD None None WoodDiv Door Back (E)12.0 0.990 1 STANDARD None None WoodDiv Door Back E20.0 0.990 1 STANDARD None None WoodDiv Door Back (E) 20.0 0.990 1- STANDARD None None WoodDiv Door Back (E) 12.0 0.990 1 STANDARD None None WoodDiv Door Back (E) 12.0 0.990 1 STANDARD None None WoodDiv Door Back (E) 20.0 0.990 1 STANDARD None None WoodDiv Door Back (E) 20.0 0.990 1 STANDARD None None WoodDiv Door Back (E) 12.0 0.990 1 STANDARD None None WoodDiv Door Back (E) 20.0 0.990 1 STANDARD None None WoodDiv Door Back E) 20.0 0.990 1 STANDARD None None WoodDiv Door Right (S) 24.0 0.990 1 STANDARD None None WoodDiv Door Right (S) 24.0 0.990 1 STANDARD None None WoodDiv Door Right S 20.0 0.990 1 STANDARD None None WoodDiv Door Right (S) 42.6 0.990 1 STANDARD None None WoodDiv Door Right (S) 20.0 0.990 1 STANDARD None None WoodDiv Window Right (S) 35.0 0.600 2 STANDARD None None WoodDiv Door Right (S) 20.0 0.990 1 STANDARD None None WoodDiv Window Right S) 27.0 0.600 2 STANDARD None None WoodDiv Window Right (S) 27.0 0.600 2 STANDARD None None WoodDiv Window Right (S) 10.0 0.600 2 STANDARD None None Wood Window Right (S)27.0 0.600 2 STANDARD None None WoodDiv Window Right S10.0 0.600 2 STANDARD None None Wood Window Right (S) 10.0 0.600 2 STANDARD None None Wood Window Right (S) 10.0 0.600 2 STANDARD None None Wood Window Right (S) 22.5 0.600 2 STANDARD None None WoodDiv Window Right (S) 22.5 0.600 2 STANDARD None None WoodDiv Window Right (S) 10.0 0.600 2 STANDARD None None Wood Door Front (W) 36.0 0.990 1 STANDARD None None WoodDiv Window Front (W) 12.6 0.920 1 STANDARD None None WoodDiv Door Front (W) 20.0 0.990 1 STANDARD None None WoodDiv Door Front (W) 20.0 0.990 1 STANDARD None None WoodDiv Window Front (W) 4.0 0.600 2 STANDARD None None WoodDiv Door Front (W) 20.0 0.990 1 STANDARD None None WoodDiv Door Front W) 20.0 0.990 1 STANDARD None None WoodDiv Window Front (W) 4.0 0.600 2 STANDARD None None WoodDiv Door Front (W) 20.0 0.990 1 STANDARD None None WoodDiv Door Front (W 20.0 0.990 1 STANDARD None None WoodDiv Window Front (W) 4.0 0.600 2 STANDARD None None WoodDiv Door Front (W) 20.0 0.990 1 STANDARD None None WoodDiv Door Front (W) 20.0 0.990 1 STANDARD None None WoodDiv Window Front (W) 4.0 0.600 2 STANDARD None None WoodDiv Door Front (NW) 22.0 0.990 1 STANDARD None None WoodDiv Window Left (N) 15.0 0.600 2 STANDARD None None WoodDiv Window Left (N) 15.0 0.600 2 STANDARD None None WoodDiv Window Left (N) 4.0 0.600 2 STANDARD None None WoodDiv CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF-1R Project Title LOT 17 Date 07/30/98 MICROPAS4 v4.50 File-S9802650 Wth-CTZO6S92 Program -FORM CF-1R User#-MP0206 User -Terry Engineering Run -LOT 17 FENESTRATION # of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing Orientation (sf) Value es Description Shading Fins Type Window Left (N) 4.0 0.600 2 STANDARD None None WoodDiv Window Left (N) 4.0 0.600 2 STANDARD None None WoodDiv Window Left (N) 15.0 0.600 2 STANDARD None None WoodDiv Window Left (N) 15.0 0.600 2 STANDARD None None WoodDiv Window Left (N) 12.5 0.600 2 STANDARD None None WoodDiv Window Left (N) 12.5 0.600 2 STANDARD None None WoodDiv Door Left (N) 22.0 0.990 1 STANDARD None None WoodDiv Door Left (N) 22.0 0.990 1 STANDARD None None WoodDiv Door Left (N) 22.0 0.990 1 STANDARD None None WoodDiv Door Left (N) 22.0 0.990 1 STANDARD None None WoodDiv Door Left (N) 22.0 0.990 1 STANDARD None None WoodDiv Door Left (N) 22.0 0.990 1 STANDARD None None WoodDiv Door Left (N) 20.0 0.990 1 STANDARD None None WoodDiv Door Left (N) 42.6 0.990 1 STANDARD None None WoodDiv Door Left (N) 20.0 0.990 1 STANDARD None None WoodDiv Door Left (N) 20.0 0.990 1 STANDARD None None WoodDiv Door Left N) 48.0 0.990 1 STANDARD None None WoodDiv Door Left (N) 20.0 0.990 1 STANDARD None None WoodDiv Window Left (N) 4.0 0.600 2 STANDARD None None WoodDiv Window Left (N) 4.0 0.600 2 STANDARD None None WoodDiv Window Left (N) 4.0 0.600 2 STANDARD None None WoodDiv Window Left (N) 12.5 0.600 2 STANDARD None None WoodDiv Window Left (N) 12.5 0.600 2 STANDARD None None WoodDiv Window Left (N) 20.0 0.600 2 STANDARD None None WoodDiv Door Left (NE) 22.0 0.990 1 STANDARD None None WoodDiv Door Left NE) 24.0 0.990 1 STANDARD None None WoodDiv Type SlabOnGrade THERMAL MASS Area Thickness Exposed (sf) (in) Location/Comments No 2153 3.5 Rug Slab HVAC SYSTEMS Minimum Duct Duct Thermostat. Equipment Type Efficiency Location R-value Type Furnace AirCond 0.780 AFUE Attic 10.00 SEER Attic WATER HEATING SYSTEMS R-4.2 SetBack R-4.2 SetBack Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R-value Storage Gas Recirc/TimeTemp 2 .64 EF 50 R-10 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 4 CF-1R Project Title LOT 17 Date 07/30/98 MICROPAS4 v4.50 File-S9802650 Wth-CTZO6S92 Program -FORM CF-1R User#-MP0206 User -Terry Engineering Run -LOT 17 SPECIAL FEATURES/REMARKS NEW EQUIPMENT TO BE SELFCTED 1. HEATING CAPACITY TO MEET 2. EFFICIENCIES TO BE EQUAL FURNACE AFUE AIR CONDITIONER SEER WATER HEATER EF WATER HEATER BLANKET 3. WATER HEATER SIZE TO NOT BY THE CONTRACTOR TO MEET THE FOLLOWING REQUIREMEN MINIMUM BUILDING HEATING LOAD OF 121847 BTUH. OR GREATER THAN THE FOLLOWING: = 78.00% = 10.00 = 0.64 = R-10 EXCEED THE SIZE SHOWN. SAMPLE EQUIPMENT SELECTIONS 'TERRY ENGINEERING IS NOT RESPONSIBLE FOR THE EQUIPMENT SELECTION; THEREFORE,. THE FINAL SELECTION MUST BE BASED ON DESIGN CRITERIA PROVIDED BY THE OWNER: REFER TO FORMS 4, 5 & 6 FOR LOAD CALCULATIONS. THE FOLLOWING SELECTIONS ARE FOR REFERENCE ONLY. EQUIPMENT QTY MAKE MODEL BTU/ER FURNACE 1 (3) PAYNE 395CAV060090 89000 EACH EQUIPMENT QTY MAKE MODEL TONS AIR CONDITIONER 1 (3) PAYNE EQUIPMENT QTY MAKE 561C060-A 5.0 MODEL GALLONS BLANKET WATER HEATER RECIRC PUMP TIME CLOCK TEMP CONTROL (2) (2) (2) (2) AMERICAN GRUNDFOS GRUNDFOS GRUNDFOS G102-50T38-3 50.00 UP15-42 1/25 HP 505474 505475 COMPLIANCE APPROACH & RESULTS COMPLIANCE IS BASED ON THE PERFORMANCE METHOD. PERFORMANCE RESULT = 9.36 BUDGET = 10.06 R-10 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 5 CF-1R Project Title LOT 17 Date 07/30/98 MICROPAS4 v4.50 File-S9802650 Wth-CTZ06S92 Program -FORM CF-1R User#-MP0206 User -Terry Engineering Run -TAT 17 COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title-24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section. Name.... Company. Address. Phone... License. Signed.. Name.... Title... Agency.. Phone... Signed.. DESIGNER or OWNER DAVID PIERCE HOHMANN ARCH 19100 VON KARMAN AVE #220 IRVINE CA 92612 (714) 261-4862 (date) ENFORCEMENT AGENCY (date) DOCUMENTATION AUTHOR Name.... James H. Terry Company. Terry Engineering Address. 180 E Main St Ste 135 Tustin, CA 92680 Phone... G714) 838-1124 j Signed.. ' _ 0 '° 1998 r s^ (date) COMPUTER METHOD SUMMARY Page 1 C-2R Protect Title LOT 17 Project Address PELICAN CREST NEWPORT BEACH Documentation AuthorJames H. Terry Terry Engineering 180 E Main St Ste Tustin, CA 92680 (714) 838-1124 Climate Zone 06 135 ******* *v4.50* ******* Date 07/30/98 Building Permit # Plan Check / Date Field Check/ Date Compliance Method MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-59802650 Wth-CTZ06S92 Program -FORM C-2R User#-MP0206 User -Terry Engineering Run -LOT 17 MICROPAS4 ENERGY USE SUMMARY Energy Use (kBtu/sf-yr) Standard Design Space Heating 4.05 Space Cooling 2.96 Water Heating 3.05 Proposed Design 5.00 1.53 2.83 Total 10.06 9.36 Compliance Margin -0.95 1.43 0.22 0.70 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area Building Type Construction Type Building Front Orientation Number of Dwelling Units Number of Building Stories Weather Data Type Floor Construction Type Number of Building Zones Conditioned Volume Footprint Area Ground Floor Area Slab -On -Grade Area Glazing Percentage Average Glazing U-value Average Ceiling Height Zone Type HOUSE Residence Floor Area (sf) BUILDING ZONE 8555 sf Single Family Detached New Front Facing 270 deg 1 ReducedYear Raised Floor 1 85550 cf 5575 sf 2153 sf 2153 sf 18.6 % of floor area 0.89 Btu/hr-sf-F 10 ft INFORMATION (W) # of Vent Special Volume Dwell Cond- Thermostat Height Vent Area (cf) Units itioned Type (ft) (sf) 8555 85550 1.00 Yes SetBack 8.0 n/a COMPUTER METHOD SUMMARY Page 2 C-2R Project Title TAT 17 Date 07/ 3 0/9 8 MICROPAS4 v4.50 File-S9802650 Wth-CTZ06S92 Program -FORM C-2R User#-MP0206 User -Terry Engineering Run -LOT 17 Surface OPAQUE SURFACES Area U- Insul Act Solar Form 3 (sf) value R-val Azm Tilt Gains Reference HOUSE 1 Roof 5575 0.051 19 n/a 0 Yes None 2 Wall 764 0.088 13 90 90 Yes None 3 Wall 1724 0.088 13 180 90 Yes None 4 Wall 676 0.088 13 270 90 Yes None 5 Wall 8 0.088 13 315 90 Yes None 6 Wall 1258 0.088 13 0 90 Yes None 7 Wall 44 0.088 13 45 90 Yes None 8 FloorExt 3422 0.064 13 n/a 0 No None Surface PERIMETER LASSES Location/ Comments Attic Ceiling Ext Wall Ext Wall Ext Wall Ext Wall Ext Wall Ext Wall Floor Over Gar Length F2 Insul Solar (ft) Factor R-val Gains Location/Comments HOUSE 9 SlabEdge 200 0.720 R-0 No Covered FENESTRATION SURFACES Surface # of Area Pan- Frame (sf) es Type HOUSE 1 Door 20.0 1 WoodDiv 2 Door 45.4 1 WoodDiv 3 Door 20.0 1 WoodDiv 4 Door 22.0 1 WoodDiv 5 Door 22.0 1 WoodDiv 6 Door 24.0 1 WoodDiv 7 Door 24.0 1 WoodDiv 8 Door 24.0 1 WoodDiv 9 Door 24.0 1 WoodDiv 10 Door 24.0 1 WoodDiv 11 Door 24.0 1 WoodDiv 12 Window 20.0 2 WoodDiv 13 Window 20.0 2 WoodDiv 14 Door 12.0 1 WoodDiv 15 Door 20.0 1 WoodDiv 16 Door 20.0 1 WoodDiv 17 Door 12.0 1 WoodDiv 18 Door 12.0 1 WoodDiv 19 Door 20.0 1 WoodDiv 20 Door 20.0 1 WoodDiv 21 Door 12.0 1 WoodDiv 22 Door 20.0 1 WoodDiv 23 Door 20.0 1 WoodDiv 24 Door 24.0 1 WoodDiv 25 Door 24.0 1 WoodDiv 26 Door 20.0 1 WoodDiv Vent Open Type Hinged Hinged Hinged Hinged Hinged Hinged Hinged Hinged Hinged Hinged Hinged Hinged Hinged Hinged Hinged Hinged Hinged Hinged Hinged Hinged Hinged Hinged Hinged Hinged Hinged Hinged SC SC Interior U- Act Glass Int Shading/ value Azm Tlt Only Shade Description 0.990 90 90 1.00 0.78 0.990 90 90 1.00 0.78 0.990 90 90 1.00 0.78 0.990 90 90 1.00 0.78 0.990 90 90 1.00 0.78 0.990 90 90 1.00 0.78 0.990 90 90 1.00 0.78 0.990 90 90 1.00 0.78 0.990 90 90 1.00 0.78 0.990 90 90 1.00 0.78 0.990 90 90 1.00 0.78 0.600 90 90 0.88 0.78 0.600 90 90 0.88 0.78 0.990 90 90 1.00 0.78 0.990 90 90 1.00 0.78 0.990 90 90 1.00 0.78 0.990 90 90 1.00 0.78 0.990 90 90 1.00 0.78 0.990 90 90 1.00 0.78 0.990 90. 90 1.00 0.78 0.990 90 90 1.00 0.78 0.990 90 90 1.00 0.78 0.990 90 90 1.00 0.78 0.990 180 90 1.00 0.78 0.990 180 90 1.00 0.78 0.990 180 90 1.00 0.78 STANDARD STANDARD STANDARD STANDARD STANDARD STANDARD STANDARD STANDARD STANDARD STANDARD STANDARD STANDARD STANDARD STANDARD STANDARD STANDARD STANDARD STANDARD STANDARD STANDARD STANDARD STANDARD STANDARD STANDARD STANDARD STANDARD COMPUTER METHOD SUMMARY Page 3 C-2R Project Title LOT 17 Date 07/30/98 MICROPAS4 v4.50 File-59802650 Wth-CTZO6S92 Program -FORM C-2R User#-MP0206 User -Terry Engineering Run -LOT 17 FENESTRATION SURFACES # of Vent SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tit Only Shade Description 27 Door 42.6 1 WoodDiv Fixed 0.990 180 90 1.00 0.78 STANDARD 28 Door 20.0 1 WoodDiv Hinged 0.990 180 90 1.00 0.78 STANDARD 29 Window 35.0 2 WoodDiv Hinged 0.600 180 90 0.88 0.78 STANDARD 30 Door 20.0 1 WoodDiv Hinged 0.990 180 90 1.00 0.78 STANDARD 31 Window 27.0 2 WoodDiv Hinged 0.600 180 90 0.88 0.78 STANDARD 32 Window 27.0 2 WoodDiv Hinged 0.600 180 90 0.88 0.78 STANDARD 33 Window 10.0 2 Wood Hinged 0.600 180 90 0.88 0.78 STANDARD 34 Window 27.0 2 WoodDiv Hinged 0.600 180 90 0.88 0.78 STANDARD 35 Window 10.0 2 Wood Hinged 0.600 180 90 0.88 0.78 STANDARD 36 Window 10.0 2 Wood Hinged 0.600 180 90 0.88 0.78 STANDARD 37 Window 10.0 2 Wood Hinged 0.600 180 90 0.88 0.78 STANDARD 38 Window 22.5 2 WoodDiv Hinged 0.600 180 90 0.88 0.78 STANDARD 39 Window 22.5 2 WoodDiv Hinged 0.600 180 90 0.88 0.78 STANDARD 40 Window 10.0 2 Wood Hinged 0.600 180 90 0.88 0.78 STANDARD 41 Door 36.0 1 WoodDiv Hinged 0.990 270 90 1.00 0.78 STANDARD 42 Window 12.6 1 WoodDiv Fixed 0.920 270 90 1.00 0.78 STANDARD 43 Door 20.0 1 WoodDiv Hinged 0.990 270 90 1.00 0.78 STANDARD 44 Door 20.0 1 WoodDiv Hinged 0.990 270 90 1.00 0.78 STANDARD 45 Window 4.0 2 WoodDiv Fixed 0.600 270 90 0.88 0.78 STANDARD 46 Door 20.0 1 WoodDiv Hinged 0.990 270 90 1.00 0.78 STANDARD 47 Door 20.0 1 WoodDiv Hinged 0.990 270 90 1.00 0.78 STANDARD 48 Window 4.0 2 WoodDiv Fixed 0.600 270 90 0.88 0.78 STANDARD 49 Door 20.0 1 WoodDiv Hinged 0.990 270 90 1.00 0.78 STANDARD 50 Door 20.0 1 WoodDiv Hinged 0.990 270 90 1.00 0.78 STANDARD 51 Window 4.0 2 WoodDiv Fixed 0.600 270 90 0.88 0.78 STANDARD 52 Door 20.0 1 WoodDiv Hinged 0.990 270 90 1.00 0.78 STANDARD 53 Door 20.0 1 WoodDiv Hinged 0.990 270 90 1.00 0.78 STANDARD 54 Window 4.0 2 WoodDiv Fixed 0.600 270 90 0.88 0.78 STANDARD 55 Door 22.0 1 WoodDiv Hinged 0.990 315 90 1.00 0.78 STANDARD 56 Window 15.0 •2 WoodDiv Hinged 0.600 0 90 0.88 0.78 STANDARD 57 Window 15.0 2 WoodDiv Hinged 0.600 0 90 0.88 0.78 STANDARD 58 Window 4.0 2 WoodDiv Fixed 0.600 0 90 0.88 0.78 STANDARD 59 Window 4.0 2 WoodDiv Fixed 0.600 0 90 0.88 0.78 STANDARD 60 Window 4.0 2 WoodDiv Fixed 0.600 0 90 0.88 0.78 STANDARD 61 Window 15.0 2 WoodDiv Hinged 0.600 0 90 0.88 0.78 STANDARD 62 Window 15.0 2 WoodDiv Hinged 0.600 0 90 0.88 0.78 STANDARD 63 Window 12.5 2 WoodDiv Hinged 0.600 0 90 0.88 0.78 STANDARD 64 Window 12.5 2 WoodDiv Hinged 0.600 0 90 0.88 0.78 STANDARD 65 Door 22.0 1 WoodDiv Hinged 0.990 0 90 1.00 0.78 STANDARD 66 Door 22.0 1 WoodDiv Hinged 0.990 0 90 1.00 0.78 STANDARD 67 Door 22.0 1 WoodDiv Hinged 0.990 0 90 1.00 0.78 STANDARD 68 Door 22.0 1 WoodDiv Hinged 0.990 0 90 1.00 0.78 STANDARD 69 Door 22.0 1 WoodDiv Hinged 0.990 0 90 1.00 0.78 STANDARD 70 Door 22.0 1 WoodDiv Hinged 0.990 0 90 1.00 0.78 STANDARD 71 Door 20.0 1 WoodDiv Hinged 0.990 0 90 1.00 0.78 STANDARD 72 Door 42.6 1 WoodDiv Fixed 0.990 0 90 1.00 0.78 STANDARD 73 Door 20.0 1 WoodDiv Hinged 0.990 0 90 1.00 0.78 STANDARD 74 Door 20.0 1 WoodDiv Hinged 0.990 0 90 1.00 0.78 STANDARD 75 Door 48.0 1 WoodDiv Fixed 0.990 0 90 1.00 0.78 STANDARD 76 Door 20.0 1 WoodDiv Hinged 0.990 0 90 1.00 0.78 STANDARD COMPUTER METHOD SUMMARY Page 4 C-2R Project Title LOT 17 Date 07/30/98 MICROPAS4 v4.50 File-S9802650 Wth-CTZ06S92 Program -FORM C-2R User#-MP0206 User -Terry Engineering Run -LOT 17 FENESTRATION SURFACES # of Vent SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tit Only Shade Description 77 Window 4.0 2 WoodDiv Fixed 0.600 0 90 0.88 0.78 STANDARD 78 Window 4.0 2 WoodDiv Fixed 0.600 0 90 0.88 0.78 STANDARD 79 Window 4.0 2 WoodDiv Fixed 0.600 0 90 0.88 0.78 STANDARD 80 Window 12.5 2 WoodDiv Hinged 0.600 0 90 0.88 0.78 STANDARD 81 Window 12.5 2 WoodDiv Hinged 0.600 0 90 0.88 0.78 STANDARD 82 Window 20.0 2 WoodDiv Hinged 0.600 0 90 0.88 0.78 STANDARD 83 Door 22.0 1 WoodDiv Hinged 0.990 45 90 1.00 0.78 STANDARD 84 Door 24.0 1 WoodDiv Hinged 0.990 45 90 1.00 0.78 STANDARD THERMAL MASS Area Thick Heat Conduct- Surface Mass Type (sf) (in) Cap ivity R-value Location/Comments HOUSE 1 SlabOnGrade 2153 3.5 28.0 0.98 R-2 Rug Slab HVAC SYSTEMS Minimum Duct Duct Duct System Type Efficiency Location R-value Efficiency HOUSE Furnace 0.780 AFUE Attic R-4.2 0.880 AirCond 10.00 SEER Attic R-4.2 0.870 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R-value 1 Storage Gas Recirc/TimeTemp 2 .64 50 R-10 SPECIAL FEATURES/REMARKS HEAT TRANSFER COEFFICIENTS FORM 3R HEAT TRANSFER COEFFICIENT PROPOSED OCNSTRUCTION ASSEMBLY PROJECT LOT 17 LCCATICN PELICAN CREST CITY NEWPCRT BEACH DESIGNER DAVID PIERCE HOFMANN ARCH OWNER IBAR DEVELCPhENT LLC DATE: 07-29-98 WIGHT OF ASSEMBLY 0.000 LIST OF CONSTRUCTICN CCMPCNENTS R CONSTRUCTION ASSEMBLY Ext Wall WEIGHT OF ASSEMBLY 0.000 CONSTRUCTION ASSEMBLY Attic Ceiling 1 2 3 4 5 6 7 8 9 10 • • • • • • R13 Standard Wall (16oc) 0 . TOTAL THERMAL RESISTANCE (RT) 1/RT, OVERALL HEAT TRANSFER COEFFICIENT (U 0. U CORRECTED WITH FRAMING FACTOR 1 0. 11.360 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 11.360 BTU/(HR.FT2.OF) BTU/(HR.FT2.OF) LIST OF CONSTRUCTION COMPONENTS R 1 . 2 . 3 . 4 . 5 . 6 . 7 . 8 . 9 . 10 . R19 Standard Roof (16oc) 19.610 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0 . TOTAL THERMAL RESISTANCE (RT) 19.610 1/RT, OVERALL HEAT TRANSFER COEFFICIENT (U 0.051 BTU/(HR.FT2.OF) U CORRECTED WITH FRAMING FACTCR 1 0.051 BTU/(HR.FT2.OF) WEIGHT OF ASSEMBLY 0.000 LIST OF CCNSTRUCTICN COMPONENTS R CONSTRUCTION ASSEMBLY Floor Over Garage 1 R13 Standard Floor 2 . 3 . 4 . 5 . 6 . 7 . 8 . 9 . 10 . 15.630 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0 . TOTAL THERMAL RESISTANCE (RT) 15.630 1/RT, CNERALL HEAT TRANSFER COEFFICIENT (U 0.064 BTU/(HR.FT2.OF) U CORRECTED WITH FRAMING FACTCR 1 0.064 BTU/(HR.FT2.OF) HEATING LOAD CALCULATION FORM 4R PROJECT LOT 17 LOCATION PELICAN CREST CITY NEWPCRT BEACH DESIGNER DAVID PIERCE HOHMANN ARCH CWNER IBAR DEVELCPMENT LLC DATE: 07-29-98 HOURLY HEAT LOSS DESIGN TET+PERAIURE DIFFERENCE FCR ALL CONDITICNS OTHER THAN THE FOLLOWING: 70 - 37 LINE 1. = 33 FCR INSULATED FLOOR OVER VENTED UNHEATED SPACE LINE 1/2 LINE 2. = 16.5 FCR LNINSULATED FLOOR OVER VENTED UNHEATED SPACE LINE 2 - 5 F LINE 3. = 11.5 CONDUCTIVE HEAT LOSS AREA, FT 2 CR U FROM FORM TW FROM DESCRIPTION OF ASSEMBLY LENGTH, FT. 3,TABLE 4-1 LOAD GLASS F SINGLE PANE 12.56 X 0.920 X 33.00 = 381.3 BTU/HR GLASS R SINGLE PANE 441.36 X 0.990 X 33.00 = 14419.2 BTU/HR GLASS Rt SINGLE PANE 150.64 X 0.990 X 33.00 = 4921.4 BTU/HR GLASS F SINGLE PANE 196.00 X 0.990 X 33.00 = 6403.3 BTU/HR GLASS LF SINGLE PANE 22.00 X 0.990 X 33.00 = 718.7 BTU/HR GLASS L SINGLE PANE 302.64 X 0.990 X 33.00 = 9887.2 BTU/HR GLASS LR SINGLE PANE 46.00 X 0.990 X 33.00 = 1502.8 BTU/HR GLASS R DOUBLE PANE 40.00 X 0.600 X 33.00 = 792.0 B1U/HR GLASS Rt DOUBLE PANE 211.00 X 0.600 X 33.00 = 4177.8 BTU/HR GLASS F DOUBLE PANE 16.00 X 0.600 X 33.00 = 316.8 BTU/HR GLASS L DOUBLE PANE 154.00 X 0.600 X 33.00 = 3049.2 BTU/HR Ext Wall 4474.80 X 0.088 X 33.00 = 1c99 .0 BTU/HR Attic Ceiling 5575.00 X 0.051 X 33.00 = 9381.7 BTU/HR Floor Over Garage 3422.00 X 0.064 X 16.50 = 3612.5 BTU/HR Carpet W/ Primer Pad 0.00 X 13.177 X 1.00 = 2635.5 BTU/HR SUBTOTAL 4 = 75198.5 BTU/HR INFILTRATICN (ENTER 0 ON LINE 6 IF THERE IS NO POSITIVE VENTILATION) 8555.0 FT2 X 10.0 FT X .0126 X 33.0 OF LINE 5 = 35571.7 BTU/HR GROSS FLOOR AREA WEIGHTED AVG. CEILING HEIGHT I FROM TABLE 3-7 DTW FROM LINE DUCT HEAT LOSS (ENTER 0 CN LINE 8 IF THERE ARE NO DUCTS) 0.10 X LINE 7 TOTAL (LINE 7 + 8) SUBTOTAL 7 = 110770.2 BTU/HR LINE 8 = 11077.0 BTU/HR LINE 9 = 121847.3 BTU/HR 980265 COOLING LOAD CALCULATION FORM 5R ASHRAE HOURLY HEAT GAIN, # BUILDING COOLING LOAD CALCULATION BASED CN LIGHT DRAPES CN ALL WINDOWS PROJECT LOT 17 LOCATION PELICAN CREST CITY NEWPCRT BEACH DESIGNER DAVID PIERCE HC4MANN ARCH OWNER IBAR DEVELOPMENT LLC DATE: 07-29-98 SLM+ER OUTSIDE TEI,PERATLRE MINUS INSIDE TEM>ERATLRE DESCRIPTION OF ASSEMBLY GLASS R SINGLE PANE GLASS Rt SINGLE PANE GLASS F SINGLE PANE GLASS LF SINGLE PANE GLASS L SINGLE PANE GLASS LR SINGLE PANE GLASS R DOUBLE PANE GLASS Rt DOUBLE PANE GLASS F DOUBLE PANE GLASS L DOUBLE PANE DESCRIPTION OF ASSEMBLY 80 - 75 = 5 AREA ASHRAE TD LOAD SQ FT SWNE SWNE 441.36 X 15.00 48.00 23.00 48.00 = 6.62 6.62 10.15 21.19 METH 150.64 X 48.00 23.00 48.00 15.00 = 7.23 7.23 7.23 2.26 MBH 208.56 X 23.00 48.00 15.00 48.00 = 4.80 4.80 3.13 10.01 MBH 22.00 X 40.00 32.00 32.00 40.00 = 0. 0. 0.70 0.:: MBH 302.64 X 48.00 15.00 48.00 23.00 = 14.53 14.53 14.53 6.96 M3H 46.00 X 32.00 32.00 40.00 40.00 = 1.47 1.47 1.84 1.84 MBH 40.00 X 12.00 42.00 20.00 42.00 = 0.48 0.48 0.80 1.68 MBH 211.00 X 42.00 20.00 42.00 12.00 = 8.86 8.86 8.86 2.53 MBH 16.00 X 20.00 42.00 12.00 42.00 = 0.32 0.32 0.19 0.67 MBH 154.00 X 42.00 12.00 42.00 20.00 = 6.47 6.47 6.47 3.08 MBH SIZE U VALUE ASHRAE TD LOAD DCCR 1.00 X 0.330 X 17.60 = 0.01 MBH Ext Wall 4474.80 X 0.088 X 17.60 = 6.93 MBH Attic Ceiling 5575.00 X 0.051 X 38.00 = 10.80 MBH Floor Over Garage 3422.00 X 0.064 X 9.00 = 1.97 MBH SUBTOTAL = 73.62 MBH DUCT HEAT LOSS 73.61532 X .05 - 3.68 MBH INFILTRATICN 85550.00 X 0.0072 X 5.00 = 3.08 MBH OCCUPANCY LOAD - SENSIBLE 10 X 225 = 2.25 MBH KITCHEN ECJIPMENT LOAD = 1.20 MBH TOTAL SENSIBLE LOAD S = 81.58 MBH W = 79.72 MBH N = 83.83 MBH E = 81.02 MBH GRAND TOTAL LOAD S = 109.26 MBH W = 106.77 MBH N = 112.27 MBH E = 108.51 MBH MAXIMJM TCNS S = 9.10 TONS W = 8.90 TCNS N = 9.36 TCNS E = 9.04 TCNS COOLING LOAD CALCULATION FORM 6R ASHRAE HOURLY HEAT GAIN, # BUILDING COOLING LOAD CALCULATION BASED ON NO DRAPES PROJECT LOT 17 LOCATION PELICAN CREST CITY NE4PCRT BEACH DESIGNER DAVID PIERCE HOHMANN ARCH G.. ER IBAR DEVELCPhENT LLC DATE: 07-29-98 5U4.ER OUTSIDE TEMPERATURE MINUS INSIDE TEMPERATURE DESCRIPTION OF ASSEMBLY GLASS R SINGLE PANE GLASS Rt SINGLE PANE GLASS F SINGLE PANE GLASS LF SINGLE PANE GLASS L SINGLE PANE GLASS LR SINGLE PANE GLASS R DOUBLE PANE GLASS Rt DOUBLE PANE GLASS F DOUBLE PANE GLASS L DOUBLE PANE DESCRIPTION OF ASSEMBLY 80 -75 = 5 AREA ASHRAE TD LOAD SG FT SWNE • SWNE 441.36 X 23.00 81.00 40.00 81.00 = 10.15 10.15 17.65 35.75 MBH 150.64 X 81.00 40.00 81.00 23.00 = 12.20 12.20 12.20 3.46 MBH 208.56 X 40.00 81.00 23.00 81.00 = 8.34 8.34 4.80 16.89 MBH 22.00 X 70.00 56.00 56.00 70.00 = 1.54 1.54 1.23 1.54 MBH 302.64 X 81.00 23.00 81.00 40.00 = 24.51 24.51 24.51 12.11 MBH 46.00 X 56.00 56.00 70.00 70.00 = 2.58 2.58 3.22 3.22 MBH 40.00 X 19.00 68.00 33.00 68.00 = 0.76 0.76 1.32 2.72 MBH 211.00 X 68.00 33.00 68.00 19.00 = 14.35 14.35 14.35 4.01 MBH 16.00 X 33.00 68.00 19.00 68.00 = 0.53 0.53 0.30 1.09 MBH 154.00 X 68.00 19.00 68.00 33.00 = 10.47 10.47 10.47 5.08 MBH SIZE U VALUE ASHRAE TD LOAD DOOR 1.00 X 0.330 X 17.60 = 0.01 MBH Ext Wall 4474.80 X 0.088 X 17.60 = 6.93 MBH Attic Ceiling 5575.00 X 0.051 X 38.00 = 10.80 MBH Flcor Over Garage 3422.00 X 0.064 X 9.00 = 1.97 MBH SUBTOTAL = 109.78 MBH DUCT HEAT LOSS 109.7752 X .05 = 5.49 MBH INFILTRATICN 85550.00 X 0.0072 X 5.00 = 3.08 MBH CCCUPANCY LOAD - SENSIBLE 10 X 225 = 2.25 MBH KITCHEN EQUIPMENT LOAD = 1.20 MBH TOTAL SENSIBLE LOAD S = 117.16 MBH W = 114.87 MBH N = 121.79 MBH E = 117.60 MBH GRAND TOTAL LOAD S = 156.92 MBH W = 153.84 MBH N = 163.12 MBH E = 157.50 MBH MAXIMM TCNS S = 13.08 TCNS W = 12.82 TONS N = 13.59 TCNS E = 13.13 TCNS Mandatory Measures Checklist: Residential MF-1 R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used., items marked with an. asterisk (`) may be,superseded-by more stringent-compiiance.regt irements-- listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures * §150(a): Minimum R-19 ceiling insulation. §150(b); Loose fill insulation manufacturer's labeled R-Value. * §150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). * §150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. §150(I): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. §118: Insulation specified or installed meets California Energy Commission quality standards. Indicate type and form. §116-17; Fenestration Products, Exterior Doors and Infiltration/Exfiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limitair leakage. b. Manufactured fenestration products have label with certified U-value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. §150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. §150(f): Special infiltration barrier installed to comply with §151 meets Commission quality standards, §150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. Space Conditioning, Water Heating and Plumbing System Measures §110 -13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. §150(i): Setback thermostat on all applicable heating systems. §150(j); Pipe and Tank Insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R•16 or greater), 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55°F insulated. 5. Piping insulated between heating source and indirect hot water tank. * §150(m); Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC Sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers,. §114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on -off switch, weatherproof operating instructions, no electric,resistance heating and no pilot light. 2. System is installed with; a. At least 36" pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. §115; Gas -fired central furnace, pool heater, spa heater or household cooking appliance have no continuously buring pilot light. (Exception: Nonelectrical cooking appliance with pilot < 150 Bturhr.) Lighting Measures §150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. Revised January 1992 Numbs and Street City County Subdivision Lac un,ber Description of Installation RCCF Materiil Brand Name Thickness (inches) i her:nal Resistance (R-Value) CEILING c, 3 att or Blanket Type B and Name T Thickness (inches) Thermal Resistance (R-Value) Lcose Fill Type Brand Name Ccncac:cr's minimum installed weight/ft- lb Minimum thickness inches `,'tanufac:uner's installed weight per square foot to acheive :Thermal Resistance (R-Value) EXTERIOR WALL Material Brand Name Thickness (inches) Thermal Resistance (R-Value) RAISED FLOOR Material Brand Name T nickness (inches) Thermal ai Resistance (R-Value) SLAB FLOOR Material Brand Name i nickness (inches) Thermal Resistance (R-Value) Width (inches) FOUNDATION WALL Material Brand Name Thickness (inches) Thermal Resistance (R-Value) Declaration I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Building Energy Efficiency Standards for new residential buildings contained in Title 24 of the California Administrative Code. Gcaeral Conn -actor (Builder) License Number Signature and Title Date Sub-Contracwr (Insulation Installer) License Number Compliance Forms Signature and Title Date January 1, 1995 Us. of this form to satiety the requirements of the Administrathre.Gode is optional. but the Information must be. provided and post.d. Site Address Permit Number An installation certificate is required to be posted at the building site prior to the issuance of the occupancy permit: this form may be used to meet these requirements. All appliance categories listed below are the actual equpment installed. Note that the efficiency and type of the appliance installed must be equivalent or better than the appliance specified on the certificate of compliance (Form CF-1 R). This certificate (or its equivalent) shall be prepared and signed by the person(s) assuming overall responsibility for the appliance installation. Refer to the reverse side of this certificate for an explanation of information required. I, the undersigned, verify that the equipment listed in the category above my signature is the actual equipment instailed and that the equipment meets or exceeds the requirements of the Appliance Efficiency Standards. In addition, I have verified that the equipment is equivalent to or more efficient than the equipment specified on the Certificate of Compliance submitted to demonstrate compliance with the Energy Efficiency Standards for residential buildings. HVAC SYSTEMS: Heating Equipment Heating Equip. CEC Certified Actual Distribution Duct or Heating Load Heating Tyce (Packaged Manuf. Maxe & Efficiency Type and Piping Before Over- E:,uicment rOe. ,, r.,J rcj Mode! Nil^v r (ppr)F .rr \ rr'at'r n �7-Val1P, S�'9ti ri CaDa&t' (B'jhl Cocling Equipment Coding Equipment Actual Tyce (Packaged CEC Certified Compressor Unit Efficiency Duct Duct riak ei N urn r C�1 cc't� P-, ii„n hay, �,�,,,1 Aft M.a^�uf ' e &Mod_ t. �. �•� L.- rL is Signature, Date HVAC Subcontractor (Co. Name) OR General Contractor OR Owner WATER HEATING SYSTEMS Distrib. Water CEC Certified Energy Tank Insul Internal Pilot Rated Solar/ System Heater Manuf. Make & Factor/ Volume Wrap Insul. Standby Light Input Wood Tvoe Tvoe/" Model = Fff'tc. (rtailons) J?-value 1?-value Loss (%) IBtuitl kW/gtu Credits FAUCETS & SHOWER HEADS: All :`aucets and showerheads installed are listed in the Commissions Directory Of Certified Faucets And Showerheads, purcuant to Tale-24, Part 6, Suchapter 2, Section 111. Signature, Date Plumbing Subs ntractor (Ca. Name) OR General Contractor OR Owner INSTALLATION CERTIFICATE CF-SR The following is an explanation of many of the input values required on the opposite side of this form: HVAC SYSTEMS Heatin t Equipment Tv et must be one of the following: Furnace: I Gas or oil•fired central furnaces & space Heaters. Bader: I Gas or otl•fired boilers. PcxcHeatPumc: I Pacxaced central heat oumcs. SotrHeatPumc: I Soirt central heat oumos, RoomHeatPurnc: I Room neat oumo. UCPckcHeatPumo: I Lame Packaced Heat Pumas i?^3.000 ?tun cutout). Electra: I ciectnc resistance neaunc HSPF=3..13. Radiant electric resist. heatinc HSPF=3.55 Como,noaHvcro: I Reference water heater under water neatina systems, below. Herer to ouoiication ',op:lance 'tftictency Regulations", ^C•92 029. CE Certified Manuf. Make & Model Number; from applicable CEO appliance directory. Actual efficiency; from aociic3ble CEC appliance directory. Dlstrfb type & location; Distrib type is 'Ducts", "Piping" or brth. Duct location is Attic", "Crawlspaca", -CVCcrawlspaca' or "Conditioned space". Piping location is to be listed as "Cond."or "Uncond.". Duct or Piping R-Value; from the Directory Of Certified insulation Materials and/or manuf's data. Heating Load Before Oversizfng; refer to CEC -approved heading load calculation procedure. This is the heating loac result prior to aaplicaticn of :he factor recommended in the -sac calculation procedure to oversizes The appliance to acacunt for the use of a setback thermostat. Heating Equipment Capacity; from the applicable CEC appiranaa directory. Note; location elevations over 2000 ft above sea level require a Berating of output capacity (refer to rrra' Jac:urers literature). Cooling Equipment Tvpe: -must be one of the following: SoiitAirCona: 1 Solit system air conditioner. Pc,raAirCona:: I Paciaded air ccncitioner, SatitHeatPuma: I Spirt system neat pump. PcxaHeatPumo: 1 Pacxaced neat oumo. RoomHeatPumo: I Room heat pump. LgPcxgHeatPump: Large Packaged Heat Pumps (>_w,J00 Etuh output). Suostitu,e EER for SEER wnen SEER is not available. RcomAirConc: i Room air cancit:oner. Min, SEER 'iarles' LrgPcxgAirCono: Large Packaged Heat Pumps (>_ 5.000 Stun output). Sucst tote EER for SEER wnen SEER is not available. EvapDirect: Direct Evaporative Cooling System. Tile SEER is fixes at SEER=t 1,0. The duct cndition is to be fixed at location=artic and duct insulation R-yaiue=4.2. Evapindirect: Indirect Evaporative Cooling System. The SEER is fixed at SEER=13.0. The cuct� condition is to be fixed at location=attic and duct insulation R-value=4.2. • Refer to CEC puolicatton "Aootianca Efficiency Regulations", Pe-00-92-029. WATER HEATING SYSTEMS Distribution system type: refer to Residential Manual for more details. Standard: Stancaro POU/HWR: Paint of use/Hot water recovery Pine Insulation: Pioe Insulation Recire/NoConrrol: Recirculation logo witn no control FiecfraTmer: Recirculation loon witn a timer Recirc/Demand: Recirculation loop with demand control Recircrime+Temp: Recirc. ioop with timer and temp control Recirc/Temp: Recirculation loop with temperature control The table below summarizes the water heating system items needed by water heater type. Input item NAECA Storage Gas or Oil NAECA Storage Electric NAECA Heat Pump Instant. Gas Instant. Electric Large Storage Gas Indirect Gas (Boiler) Energy Factor Yes Yes Yes Yes Pilot Input, Btu Yes Yes Recov. Eff., fraction Yes Yes I (AFUE) Standbv Loss, % Yes ( Tank Volume, dal. Yes Yes Yes Yes 1 Yes Tank Insulation, R Yes Yes Ext. Insulation, R Yes _ Yes Yes Yes Yes Additional Information Required If Comoined Hvdrenic System: Rated Input, kBtuh Yes I Yes Yes Rated Input. kWl Yes 1 Yes Rec. Eff, fraction Yes TERRY ENGINEERING MECHANICAL ENGINEERING HVAC DESIGN PLUMBING DESIGN TITLE 24 CALCULATION