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AR (05-2384) (Structural Calculations)' .,L�' � � Y •� 4' �� .j '' •_ •'-•'� s�' �. � r 6ii."�`bi�iFi�,i`t\sYti��9�0 fryYF�` ju�s ,4 • ,Knapp & ,sociates, Inc .,' ,; . _ • . �',` �,. , . .• ` 408 South Stoddard'Ave., San Bemardino Ca. 92401 • t. ' Phone: (909) 889-01'15 Fax: (909) 889-0455 E-mail: knappae@aol.com Page 1 of 4 '•, . � _ . - r`i A •i1 +' + r .'fir � '';' -_ `'� ' .w. • •. ` ..,°,. - `,. 'SUBMITTING REVISED CA 'CL-ATIONS ~ ~ '-�_ y S � '. 1 .� '. � 1 •- Tom• . r• ` ' , . .. For , • '` ` �� `' ' A residence Remodel for: Mr. Mrs omas:-DiMare Anal , `49 963 Auenidalkigntero h U Quinta;'CA 92253 .. .. P 384 T , C 30577. V CITY. OF ,LA QUIN1'A �; %BUILDING - - EXP. 03/31/06 &SAFETY DEPT. ' � J�PPROVED s CNIL �P .. �gTFd EOiNSTRUCTION ' tIF DAT . R , • , V Prepared By. • , gage 2 CY �- KNAPP & ASSOCIATES, INC.' DIMARE RESIDENCE 408 SOUTH STODDARD AVE. Grade Beam Design @ LINE Data: L,,,:= 6--ft B:= 24-in Lam:= 1.5-ft fy := %ksi fc := 2500-psi h:= 18-in d:= h - 4-in tslab := 6-in Try 345 top and bottom As := .93•in2 Overturning Moment: Mo := 2.012-kip-9-ft' Mo = 18.108 kip•ft M,:= 1.4-Mo Mu = 25.351 kip-ft Resisiting Dead Load: L:= Lsw, + 2Larm L = 9ft Wall: wall:= 20�psf•9•ft•Lsw wall= 1080 lb Slab: slab := tslab-(B + Oft) •L• 145•pcf slab = 13051b Grade Beam: gr_beam := h•B• 145•pcf•L gr_beam = 39151b P:= wall + slab + gr_beam P = 63001b Pu := 0.9P Pu = 5670 lb. Resisting Moment: Mr := 0.9•P•'L Mr = 25:515 kip-ft' >> Mo'= 18.108 kip•ft O,K 2 M0 Soil bearing pressure: e:= e = 2.874 ft L = 9ft L1eq := 6•e Lrey = 17.246 ft P L outside eo := 2 - e eo = 1.626 ft midthird qm := 2-P . qm = 1291.74psf < allowable bearing OK 3-B.-e0 pressure 1333psf Factored Earth Pressure: Mu L eu := eu = u 4.471 ft euo := " 2 _ eu P 2 Pu qu_max :_ qu-max = 65423.077 psf 3' B' euo qu—p:= qu—max — `qu max (Larm) l 4u_p _ —1.067 x 106 psf 3.euo L 2 L 2 arm + (qu_max - qu-P)' B M„ - Mu = -1551.282 kip-ft 2 6 _ qu_p + qu_max Vu (Larm)'B 2 V,1 = -1.502 x 1061b DIMARE RESIDENCE Steel Column Design: TS 8x6x1/2" Steel Column P := 33.00 -lb L := 9 -ft 43 I := 103-M' S := 25.8 -mi M:=P•L ` M=29.7kip•ft M Ib S•1.33_ fb = 10.39ksi, �3 - 0 P L A =.0.46 in '3.E.I Dallow := L-.0105 Dallow = 0.54 in ' Anchorage: Lp := 11 • in Tension :_ M Tension 16.2kip 2•Lp Shear := 4 Shear = 0.83 kip Use 1 ". diameter A307 fully thr'd steel rod with 30" min. embedment. Base plate: width := 14 -in dist := 1.5•in Tension -2 -dist 3 sx sx = 1.8 in 36•ksi•0.75 .-6sx th := th = 0.88 in width Base plate: Use 1" thk. base plate r "URRUTWARCHITECTS SAY 2 3 -2005 Knapp & Associates, Inc. 408 South Stoddard Ave., San Bernardino Ca. 92401 Phone: (909) 889-0115 Fax: (909) 889-0455 E-mail: knappae@aol.com ORIGINAL CALCULATIONS For A Residence Remodel for: " Mr. Tom DiMare 49-963 _e a Montero + La Quinta, CA 92253 F ESS/0'A F C 30577 . . EXP. 03/31/06 CIVIL ate � �OFCf�Li s Date; - May 20, 2005187` Prepared By: _ nnfn7 . _ .. HW- JUL 1 5 2005 A _ -s P&As -ap ociates By. 4' - 408S UI H.STODDAb.c. RDAVENUE ---_ ..__..-___.____-.— -.-- Date; SAN BERNARDINO CA 9240:1 E-mail KNAPPAE&OC.OM L �'. TEL. 889-01'15 _..- -- ' .........L....._.... -- �J...o Dom........ . Sht. / Of Fax (909) •889-045 41Y/4 �'� / Ile, 7 4� J e • I I . 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F , RISA -2D (R) Version.3.03' Job Page" Date DIMARE RESIDENCE REMODEL Units Option" US Standard AISC Code Checks 9th Edition ASD Shear Deformation: No P -Delta Effects No - Redesign No. Edge Forces" No A.S.I.F. 1:333 ` ------------------------------- Node Boundary Conditions No X-Coord Y-Coord X-dof Y-dof Rotation Temp. ----------- (ft) -------- (ft) ----- (in,K/in) ---- (in,K/in) - -- (r.;K-ft/r).----- (F) 1 0.00 0.00 R R R 0.00 2 42.00 0.00 R R R 0.00 3 0.00 10.00 0.00 4 42.00 .10.00 0.00 --------------------------------- Material Elastic Poisson!s Thermal Weight Yield Stress Label Modulus Ratio Coefficient Density (Fy) . ---------------(Ksi)-------------- -----•---- (F)--=- --- (K/ft3).------ (Ksi) =--- STEEL 29000.00 0..30000. 01.65000 0.490 36.000 Section Database Matl. Area Moment of As y/y Label Shape Set Inerti-a Coef :"-------------------=------------------(in"2)---------(in-4)---------------- COL TU8XGX8 STEEL 12'.40 103.000 1.'20 BM TU12XGX8 STEEL 16.40. 287.-000 1.20 -------- I J I- Releases J End Offsets No Node Node Section x y z x y z Sec. Sway I J Length ------------------=--------------------------------(in)- (in) -7, -----(ft), 1 1 - 3 `COL- 10.0.0 2 2 - 4 COL 10.00 3 3 - 4 BM 42.00 I J Unbraced Lengths K Factors Bending Coefs No, Node Node Lb -in Lb -out Lc In Out Cm Cb ---------------------- (ft) ----- (ft) ----- (ft) ------------------------------------ 1 - ------ 1 3 RISA -2D (R) Version 3.03 • Job Page �. Date DIMARE RESIDENCE REMODEL ------------------------------------------------------------------------- I J Unbraced Lengths K Factors Bending Coefs No Node Node Lb -in Lb -out Lc In Out Cm Cb --------------(ft)-----(ft)=----(ft)----= ------ ---- 2 2 4 3 3 - 4 2.00 2.00 .2.x0,0 BLC Basic Load Case Load -Totals No. Description Nodal Point Dist. ----------------------------------------------------------- 1 D+L+S 1 t Nodal Loads, BLC 1: D+L+S ------- - - - - - - Node .Number Global X Global Y, Moment ------------------------- (K) ------------------ (K) ------------------ (K -ft) ---- 3 2.573 0.000 0.000 Member Distributed Loads,BLC=1:,D+L+S Memb I J Start End Start End No Node Node Dir Magnitude Magnitude Location Location --------------- -----------(K/ft,F)-----(K/ft,F)---------- (ft) --------- (ft) ---- 3 3 4 Y -0.200 -0.200 0.000 42.000 ---------------------------------------------------------------------------- Load Combination Self Wt BLC BLC BLC BLC BLC W E No. Description Dir Fac Fac Fac Fac Fac Fac DYNA S V ---------------------------------------------------------------------------- 1 D+L+S. Y -1 1 1 Dynamic Analysis Data Number of modes (frequencies) 3 Basic Load. Case for masses None BLC mass direction of action X only Acceleration of_Gravity 32.20 ft/sec**.2 Load Combination is 1 D+L+S Nodal Displacements Node Global X Global Y Rotation --------=------------ (in) ---------- =------ (in) ----------------- (rad) --------- 1 -0.00.000 0:00000 0.00000 2 0.00000 -0.00000 -0,.00000 3 0.10231 -0:-00178 -0.00405 RISA -2D (R) Version.3.03 Job, Page Date DIMARE RESIDENCE .REMODEL Node Global X Global Y ..---- Rotation ----- -=------- (in) -----------'-.----= (in) -=--------- - -----(rad)--------- 4 0.09b4g . -0.00194 0.00281 Load Combination is 1 D+L+S Reactions --------------------- Node Global X Global 'Y ----------=-=---------(K)------------------(K)------------- --'(K-ft)--------- 1. 2 _912264', , 5'. 54908 -6.20524 2 -5.49564 6.03864 21.65435 Totals -2.57300 11:58772 15:44911 Load -Combination is 1 D+L+S° Member End Forces -------------------- Nodes. ----- ---= I -End - - -----------_________= J'-End No I J" Axial Shear Moment. Axial Shear Moment -1---1_--3 ----- (K -ft)'------- (K) --.------ (K) ------ (K -ft)'-- 5:55 2.92 ,_61.21 -5.13 2• 2- 4 2.92 -23.02 6.04'- 5.50 21.65 -5.62 3 3- 4 -5.50 33.30 5.50 5.13 23.02 -.,5.50 =5.62 -33.30 Load Combination `is.1 D+L+S '.. AISC Code.Checks ------------------------------ Nodes Member Quarter Points No I J Maximum 0 1/4 1/2 3/4 L Shear 1 1- 3 0.4743 0.1463 0.0458. 0:1886 .0..3315 0.4.74-3 0.0254. 2 2- 4 0.6781 0:.4515 0.1816 0.14,0'1 0:409,1 0.6781 0.0477 3 3- 4 0.3675 0:2589, 0.1923 0.3140 0.1380'' 0.3675 0.0325 RISA -2D (R) Version. 3.03 • Job Page Date* DIMARE RESIDENCE REMODEL 12 _ 2�$, Caw 6 A1 Units Option US Standard AISC Code Checks 9th Edition ASD Shear Deformation: No P-Delta.Effects- No Redesign No Edge Forces No A.S.I.,F. 1.333 Node Boundary Conditions No X-Coord Y=Coord X-dof Y-dof . Rotation Temp. ------- - (ft) -------- - (ft) --- ( n,K/in) - -- (in-,K/in) =-- (r,K-ft/r) ----- (F) - 1 0.00 0.00 R R R 0.00 2 42.00 0,.00 R R R 0.00 3 0 00 10.00 0.00 4 42.00 10.00 0.00 Material Elastic. Poisson's. Thermal' Weight Yield Stress Label Modulus Ratio Coefficient Density (Fy) y --------- ------ (Ksi)---------------------.--(F)-------- (K/ft3)------ (Ksi)--- STEEL 29000.00 0.30000. 0.65000 0.490 36.000 Section Database Matl. Area Moment of As y/y ' 'Label Shape Set Inertia Coef ---------------------------- ------ t--(in^2)-------- (in^4)------- '---- COL TU8XGX8.,STEEL 12.40 103.000 1.20 BM TU12X6X8 STEEL 16.40 287.000 1.20 -------------------------------- I, J I Releases "J End Offsets No Node Node Section x y z x y z Sec Sway I. J Length ----------------------=-------------------------------(in)----(in)------(ft) 1 1 - 3 COL 10.00 2 2 - 4 COL 10.00 3 3 - 4 BM 42.00 ---------------------------------------------------------------------- I J Unbraced Lengths K Factors Bending Coefs No Node Node Lb -in Lb -out Lc In Out Cm Cb -------------- '-----(ft)-----(ft)-----(ft)-,------------=---- ----"---------- 1 1 - 3 :RISA -2D (R) Version 3.03 Job Page lb Date DIMARE RESIDENCE REMODEL I J Unbraced Lengths K Factors Bending Coefs No Node Node Lb -in Lb -out Lc In Out Cm Cb ---------------=----(ft)------(ft)-----(ft)------------------- - -------- 2 2 4 3 3 - 4 2.00 2.00 2.00 -------------------------------------------------------------------------- BLC Basic Load Case Load Totals No. Description Nodal Point Dist. 1 D+L+S 1 1 -- Nodal Loads, BLC 1: D+L+S -------------- Node, Number Global X Global Y Moment ------------------------- (K) ------------------ (K) ------------ ------ (K -ft) ---.- 3 7.200 0.000 0.000 Member Distributed Loads,BLC 1: D+L+S ------- -- - - -- Memb I J Start End Start End No Node Node_ Dir Magnitude :.Magnitude Location Location - -- - - - - - - - - - - - - - --- -----(K/ft,F)----- (K/ft,F)----- ----(ft) --------- (ft) ---- 3 3 - 4 Y -0.200 -0.200 0.000 42.000 ----------- Load Combination Self Wt BLC BLC BLC BLC BLC W 'E No. Description Dir Fac. Fac Fac Fac Fac Fac DYNA S V - - - 1 D+L+S Y -1 Dynamic Analysis -,Data Number of modes (frequencies) 3 Basic Load Case for masses None BLC mass direction of action X only Acceleration of Gravity 32.20 ft/sec**2 Load Combination is l D+L+S Nodal Displacements Node Global -X Global Y Rotation ---------------------(in)-----------------(in)----------------(rad)--------- 1 0.00000 -0.00000 -0.00000 2 0.00000 -0..0000.0 -0.00000 3 0.28226 -0.00163' -0.00518 RISA -2D (R) .Version 3.03 Joh _. • Page . , �� . Date DIMARE RESIDENCE` REMODEL ---------------- Node'. Global X Global Y - - - - - - --------.- -------=---Un) ----------- (in) --.------- ---- -- Rotation 4 0:27400 - ----.(tad).--------- - -0.00209 0.00170: Load Combination is 1 : 'D+L+S Reactions :.. Node Global. X .. Global Y ------, _- ------ - ------- ---(K)----------- -- - --- (K)---=------------(K-ft)--------- Moment 1 -0.59809 2 5:10889 --7.79809. 6.47884 7.76476 -Totals -,7.20000 11.58772. 35.46631 - 43.23_.108 Load Combination is 1 -D+L+S Member End Forces -----'----=-----=---------- Nodes - = I -End = ----- ------------- No I J Axial ----=----------(K)-------- Shear Axial J -End =-----____ Shear __Moment K _ ( ) -.---- (K -ft) = (K) --------. Moment 1- 1- 3 5.11 -- -.0.60 7.76 (K) '0.60 2 2- 4 6..48 3 3- 7.80 -4.69 35:47 -6.06 -13..7.5 4 7.80 4.69 .' 13.:75 -7.80 -7.80 � 42.51 6.06 -42 :S1 Load Combination is 1 D+L+S AISC Code'.Checks ------------------- Nodes --------_- - -- - - - - Member Quarter Poi Points 0 . -- - -- -- - 7.-- ---- _No_--I-.-�J- --Maximum ------- 1/4 .. 1/2 3/4, --------=----------- i Shear 1 1- 3 0.29.04 2. 2- 4 0'.8608 0_.1750 0.2038 0:2322 0.2616 0.724.4 0.3416 -0.2904 -_-0.0052 3 4 3- 0.4714 0.0970 0.4789 0.1676.. 0.2481- 0.`3210 0..8608 0•'0677 0.09.62 0.4714 0.0351 f KNAPP & ASSOCIATES INC. -408 SOUTH STODDARD AVE. 4 SAN BERNARDINO, CA 92401 -TEL (909) 889-0115 FAX: (909) 889-0455 Date: 05120105 Page: DESIGN OF EMBEDDED POLE FOOTINGS DESIGN DATA Allow Passive 100.0 psf . Max Passive 0.0 psf Load Duration Factor. 1.330 ' Point Load 3300.0 N e Load Height 10.00 ft Dist. Load 0.0 plf - Start Height 0.00 ft' f End Height - 0.00 ft Pole Type : Rectangular ' Width/Diameter 48.0 in �. Surface Restraint ? ' Restrained SUMMARY Moments @ Surface... Point Load 33000.0 ft•# " Uniform Load ' 0.0 ft- ... Total Moment 83000.0 ft -N Total Lateral Load 3300.0 #` - NON -RESTRAINED RESULTS - Min. Req'd Embedment A0 +(1 +4.36h /A) ^.5)12 A=2.34P1(S 1 b) Press @ 113 Embed Actual • Allowable ' — RESTRAINED RESULTS - Min. Req'd Embedment _ (4.25"P"hIS3•b)".5 5.72 ft Pressure @ Bottom Actual 760.5 psf 3 Allowable, ,160.5 psf Surface Restraint Force 9795.9 N V4.46 (c) 1983.95 ENERCALC. Knapp Architectural Engineers, Inc; Kw0601567 i CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 1 of 3) CF -1R A RESIDENCE REMODEL FOR MR. & MRS. THOMAS DIMARE Project Title TMAD TAYLOR & GAINES - CHAD SISCO, EIT (95 1) 686-1776 Documentation Author Telephone PACKAGE (D) 15 Compliance Method (Package or Computer) Climate Zone GENERAL INFORMATION Total Conditioned Floor Area 190 ft' Average Ceiling Conditioned Slab Floor Area 190 ft, Building Type: . X ,Single Family X Addition (check one or m( -,re) Multi -Family Existing -Plus -Addition Front Orientation: 90 North / South A East West / All Orientations (input front orientation to degrees from True North and circle o Number of Stories 1 - Number of Dwelling Units: 0.15 Floor Construction Type: Qi)Raised Floor (circle one or both) RADIANT BARRIER (required in climate zones 2,4,8-15) BUILDING ENVELOPE INSULATION 07/12/05 Building Permit # Plan Check / Date Field Check / Date ft QIP( OF LA !.t tU0 9 V I A EUILI;II L ?{ :,AFETY DEPT. 0OV D FOR CONS CRUCTION 4T D� BY _W1Xry C . or'-23�— Required for this submittal, yes _ no Component Type Frame Type wd = wood st1= steel Cavity Sheathing Total R- Insulation Insulation Value' R -Value R -Value Assembly Location/Comments U -Factor' (attic, garage, typical, etc.) Wall WOOD R-21 TYPICAL ADDITION Wall Roof WOOD R-38 TYPICAL ADDITION Roof Left SOUTH Floor N/A 0.29 COVERED SLAB FLOOR Floor Slab Edge Rear WEST ror prescnpnve compuance. i mai tc-vaiue ana Assembly U -Factor are not required for a wood -framed wall that meets cavity R -value insulation requirements for the Prescriptive Package, FENESTRATION Shading Devices Fenestration #/T e/Pos. Orien- tation Area fP) Fenestration U -Factor Fenestration Exterior SHGC Shading Att. Overhangs/ Fins Front Front Left SOUTH 89 0.28 0.29 N/A Left Rear WEST 103 0.28 0.29 N/A Rear ` Right Right Skylight Skylight Compliance Forms August 2001 CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 2 of 3) CF -1R A RESIDENCE REMODEL FOR MR. & MRS. THOMAS DIMARE 07/42/05 Project Title Date HVAC SYSTEMS Minimum Duct Heat Pump Type (air conditioner, Note: Input hydronic or combined hydronic data under Water Heating Systems, except Design Heating Load. Location Duct Thermostat Configuration heat pump, evap. cooline) Distribution (attic, etc.) R -Value Type (split or package) Heating Equipment Minimum Type and Duct or Heat Pump Type (furnace, heat Efficiency Location Piping Thermostat Configuration Dump, etc.) (AFUE or HSPF) (ducts, attic, etc.) R -Value Type (split or package) *FURNACE 78% ATTIC R 4.2 SETBACK SPLIT Cooling Equipment Minimum Duct Heat Pump Type (air conditioner, Efficiency Location Duct Thermostat Configuration heat pump, evap. cooline) (SEER) (attic, etc.) R -Value Type (split or package) * AIR CONDITIONER 10 ATTIC R 4.2 SETBACK SPLIT SEALED DUCTS and TXVs (or Alternative Measures) ❑ Sealed Ducts (all climate zones) (Installer testing and certification and HERS rater field verification required) s ❑ TXVs, readily accessible (climate zones 2 and 8-15 only) (Installer testing and certification and HERS Rater or fieldverification required) ❑ Refrigerant Charge/Air Flow (climate zones 2 and 8-15 only) (Installer testing and certification and HERS Rater or field verification required) OR ® Alternative to Sealed Ducts and TXVs (see Package C or D Alternative Package Features for Project Climate Zone) Climate Zone Window SHGC Window U -Factor, SEER Heating 15 0.29 0.28 WATER HEATING SYSTEMS Energy External Rated, Tank Factor or Tank Water Heater Distribution Number Input (kw Capacity Recovery Standby' Insulation Type Type in System or Btu/hr) (gallons) Efficiency. Loss (%) R -Value For small gas storage water heaters (rated inputs of less than or equal to 75,000 Btu/hr), electric resistance, and heat pump water heaters, list Energy Factor. For large gas storage water heaters (rated input of greater than 75,000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list rated input and recovery efficiencies. SPECIAL FEATURES (add extra sheets if necessary). Package C and D: TXVs, Sealed Ducts, Radiant Barriers (see installation requirements for radiant barriers in Section 8.13 of the 2001 Residential Manual). Package C: thermal mass (thermal mass type, covering, thickness and description). RADIANT BARRIERS ARE REQUIRED FOR CLIMATE ZONE 15 * EXISTING HVAC SYSTEMS SHALL REMAIN AND SERVE ADDITIONAL SPACE Compliance Forms August 2001 ' ' CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 3 of 3) CF -1R A RESIDENCE REMODEL FOR MR. & MRS.ITHOMAS DIMARE . 07/12/05 Project Title -Date ' 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: The undersigned recognize that compliance using duct sealing and TX -Vs requires installer testing and certification and field verification by an approved HERS rater. t Designer or Owner (per Business and Professions Code) Documentation Author FRANCISCO J.,URRUTIA F.A.R.A. CHAD SISCO, EIT ' Name: Name: ' Title/Firm: URRUTIA ARCHITECTS Title/Firm: TMAD TAYLOR & GAINES Address: 165 LURING DRIVE Address: 3050 CHICAGO AVE., SUITE 100 PALM SPRINGS, CA 92262 RIVERSIDE, CA 92501 Telephone: (760) 327-6800 Telephone: (951) 686-1776 Lic. #: Lic. #:: (signature) g ) (signature) (date) Enforcement Agency ` Name: ` Title: Agency: Telephone: signature stamp (date) s i Compliance Forms August 2001 ` 'MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page .1 of 2) MF -.1R 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 compliance requirements 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 minimum component performance specifications for, the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes when'completed or enter N/A if not applicable. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures: § I50(a): Minimum R-19 ceiling insulation. X § 150(b): 'Loose fill insulation manufacturers labeled R -Value: N/A • §150(c): Miniumum R-13 wall insulation in wood framed walls or equivalent U -Factor in metal frame walls X, does not apply to exterior mass walls). § 150(d): Minimum R-13 raised floor insulation in framed floors. N/A § 150(1) : Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no ereater than 2.0perm/inch. N/A § 118: Insulation specified or installed meets.insulation quality standards. Indicate type and form. X § 116-17: Fenestration Products, Exterior Doors, and Infiltration/Exfiltration Controls I. Doors'and windows between conditioned and unconditioned spaces designed to limit air leakage: X 2. Fenestration products (except field -fabricated) have label with certified U -Factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. § 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. N/A, § 150(f): Special infiltration barrier installed to comply with § 151 meets Commission quality standards. N/A §150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. , 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door NSA b. Outside air intake with damper and control c. Flue damper and control .2. No continuous burning gas pilot lights allowed. Space Conditioning, Water Heating and Plumbing.System Measures: §1'10-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. X §150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA OR ACCA. X § 150(i): Setback thermostat on all applicable heating and/or cooling systems. X § 1506): Pipe and tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed themtal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems; insulated (R-4 or greater) NSA 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 extemal insulation or R716 combined intemal1external insulation' 4. All buried or exposed piping insulated in recirculating sections of hot water systems. 5. Cooling system piping below 55°F insulated. 6: Piping insulated between heating source and indirect hot water tank. ' MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page 2 of 2) MF -1R 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 compliance requirements 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 minimum component performance specifications for the mandatory measures whether they are shown elsewhere in.the documents or on this checklist only: wrt. Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTION DESIGNER ENFORCEMENT Space Conditioning, Water' Heating and Plumbing System Measures: (continued) • §150(m): Ducts and Fans 1. All ducts and plenums installed, seated and insulated to meet the requirement of the 1998 CMC Sections 601, 603, 604, and Standard 6-3; ducts. insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets,the applicable requirements of UL 181, UL 181A, or UL 181 B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building ' cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their . X components shallnot be sealed with cloth back rubber adhesive duct tapes unless such tape is used in Y combination with mastic and drawbands. ; 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned . air. Building cavities and support platforms may contain ducts..Ducts installed in cavities'and suport platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. 3. Joints and seams of duct systems and their compnents shall not be seated with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 4. Exhaust fan systems have back draft or automatic dampers. 5. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 6. Protection of Insulation. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind but not limited to the following: Insulation exposed to weather shall be suitable for outdoor service e.g., protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material: . § 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. N/A 2. System is installed with: a. At least 36" of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. . 3. Pool system has directional inlets and a circulation pump time switch. § 115: Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances have no X continuously buming.pilot light. (Exception: Non -electrical cooking appliances with. ilot<l50 Btu/hr §1 18 (t). -Cool Roof material meet specified criteria NSA Lighting Measures: § 150 (k)1.: Luminaires for general lighting in kitchens shall have lamps with an efficacy,of 40 lumens/watt NSA or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. § 150 (k)2.: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alterimtives to this N/A . requirement allowed in § 150(k)2.; and incandescent recessed ceiling fixtures are IC (insulation cover) approved.