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Home My WebLink AboutHARBOUR COVE BUILDING E_ ST. LUCIE COUNTY PEAMIT APPLI PERMIT NO. E:XANNE0 3WZ) BY SEWAGE T NO. APPLICATION FOR PERMIT TO CONSTRUCTi- �� T: Tron NO& b A JOB LOCATION/ADDRESS: Harbour Cove Drive -Building ��Q�� LEGAL DESCRIPTION See approvl d site plan (attached) ---� : i� ROAD IMPACT: DISTRICT North Island ZONE 9 FEE S/D ove Beacb MAP# 0181-B FLOOD ZONE A-10 ELEV 7' LOT BLOCK UNIT SECS1 25/26 Twp 34S 40E HGE TAX IDO. 1425-701-0057-0004 1425-701-0039-0002. 1425-701-0064-0006 'LONE: H I R D RM LUT SIZE/DIMENSIONS 27.5'x10131xl a0'x37'xl80'x256'x 103'x878' EST COST $165,000 0 SET BACKS: FRONT `�� min 0' min SIDE � 61 yO min SIDE aiC� min SQ FT BUILDING: LIVING AREA 1W $p ACCESSORY _ � �1> �< Cod Z7 ARCHITECT: .NAME Jack Borger PHONE 283 -3766 ADDRESS 1000 e. 15th Court CITY. Stuart ST FL ZIP 33497 CONTRACTOR: STATE 11 rC—ERT if t3 � 42 r COUNTY CERT if_#' NAME RESS 1 CITY Ft. Pierce,-.,. STATE FL ZIP6 PHONE 461-4846 • 3IV19y9 _ �? c� OWNER: NAME Harbour_.`:.Co e . Development, Inc • ADDRESS 2188 Nor CITY Ft. Pierce "STATE OF FLORIDA, COUNTY OF ST. LUCIE Before me, the undersigned authority, p being duly sworn, deposes and says that the Sworn to and subscribed before me Notary Public, State of Floride at Large My Commission expires, U.S. 1 STATE FL F2r�5 �v Ily appeared PHONE 461-4846 ZIP 34946 mppncani / / this Z� day of t C v 19 . SCHOOL IMPACT FEES Required Yes No Amt. Pd Date Pd � t , ST LUCIE COUNTY [MPACT FEE CALCULATION FORM Name .o f Feepayer Address /_ _ _ — — -- _ _ D a t e ,�� 1 _g.4 — Permit 4_ Road Benefit and Colllecticn Zon 4 _ _ _ _ _ _ ----- - - - - - - - - -� - - - - - - - - - - The impact fee talc �lated.herein has been determined based on the free schedule adopted in S:t. Lucie County Ordinance 85-10, effective February 1, 1986. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MPACT FEE CALCULATIONS .._.- _ LAND USE: FEE PER TYPE UNIT AUMYTS ...........j..... DSQ FT (1000.).....b..... 0 PARKING SPACES .. ..... 0 STUDENTS ............. TOTAL IMPACT FEE eLo TO: FROM: DATE: SUBJECT: Zoning Adminis Environmental ER -OFFICE MEMORANDUM rator lanner III Cpa' December 19, 1988 Review of Building Plan Pursuant to the Hutchinson Island CoastallArea Protection Ordinance (HICAPO) Harbour Cove13-Unit Townhouse, Building E North Hutchinson Island, St. Lucie County ST. LUCIE COUNTY PERMIT APPLICATION: Application No.: PR-88-3410 Application For: Townhouse, Building E Development: Harbour Cove Contractor: H rbour Cove Development, Inc. Owner: Harbour Cove Development, Inc. At this time, the development is approved for compliance with the HICAPO subject to the conditions set out below. By copy of this memorandum, I am informing the owner of these conditions. 1. In the event that 't is determined that any representative of a federal or st to protected species is resident on or otherwise is significantly dependent upon the subject parcel of land for which development is underway, the person undertaking development shall be required to cease all development work which might adversely affect that individual species or population and immediately notify the Florida Game and Fresh Water Fish Commission, U.S. Fish and Wildlife Service, and the County. Appropriate protection to the satisfaction of all parties shall be provided by the person undertakin development prior to resuming development. 2. At least fifty (50) percent of all landscaped areas, required pursuant to Section 3.2.600 of the St. Lucie County Zoning Ordinance, shall be composed of native or drought tolerant vegetation adapted to soil and climatic conditions occurring onsite. f drought tolerant vegetation is used, at least fifty (50) percent of all trees and thirty (30) percent of other landscaping material shall be composed of native vegetation. December 19, 1988 PR-88-3410 Page 2 3. It must be demonstrated that non-native vegetation including that which is drought tolerant: a. Will have stabilizing qualities approximating that of native vegetation; b. Will have a high rate of success; C. Will not disp�ace adjacent native vegetation; and d. Will not adversely impact any existing protected species. 4. All exotic vegetation, such as, Brazilian pepper, Australian pine, and mela1 uca, shall be removed and, where appropriate, replaced with native species adapted to existing soil and climatic conditions. Removal shall be in such a manner that avoids seed dispersal by any such species. There shall be no planting of exotic vegetation. 5. The Urban Forester) Mr. Steve Fousek, may be contacted at 407/464-3133 for adilise on compliance with Conditions 2 - 4. Please attach this memo to the permit file upon issuance. If you have any questions or comments regarding any of the above, please see me. CJB/cjb Attachment (application/3 sets plans) cc: Community Development Director Planning AdministratIor Harbour Cove Development, Pierce, FL 34946 File: H.I.C.A.P.O. Inc. (2188 North U.S. 1, Ft. File: Harbour Cove Site Plan ST•'I LUCIE CbtWy FLOOD HAZARD NOTICE o--_... CQ*vNITY DEUEIAPMFPTi' D ST. LUCIE COUNTY BUILDING s ZCNING DIVISI 2300 VIRGINIA AVE NLTE ART PIERCE, FLORIDA 33�82-5652 PHOM: 466-1100 ext.344 BUILDING PST t �I BP48214 CCNIRACIM Harbour Cove Dev. Inc. OWNER Harbour Cove Dev. Inc. N 0 T I C E THIS NOTICE IS TO nOMM YOU THAT YOUR PROPERTY IS IN A FLED HAZARD ZONE. THIS MEANS THAT THE ELEVATIION OF THE FLOM MUST BE SET AT 7' FEET', NGVD (MEAN SEA LEVEL)ll OR 18" ABOVE THE CROWN OF THE ROAD, WHIM IS GREATER. YOU MUST SUBMIT OUR AFFIDAVIT COMPLETED BY A REGISTERED SURVEYOR, CERTIFYING THE ABOVE FLOM ELEVATION, TFp� RISK. y� (21) CALENDAR DAYS FROM THE TIME THE SLAB IS INS4CZ. ANY WORK DONE WITHIN THE 'AMM-� 21 DAYS PRIOR TO SUBMISSION CERTIFICATION SHALL BE AT THE PERMIT HOLDER'S ELEVATIONI EW THE FLOOD DATA SUBMITTED. DEFICIENCIES • BY THE REVIEW SHALL BE CORRECTED BY THE PERMIT HOIDER PRIOR To �PROGRESSIVE WORK BEING-- - - E. TO PROCEED, FAILURE TO SUBMIT THE CERTIF CATM-ITON OR FAILURE TO nzLKE REQUIRED CORRECTIONt SHALL BE CAUSE TO ISSUE A•.. •• •.iE. PC21 THE ..• ZZ, DATgR BUILDING PLAN CHECK ST. LUCIE COUNTY- FORT PIERCE FIRE FORT P'fER'CE,, FLORIDA, TGI FP'Y r)KIF dF,r,-EiFi�iS PREVENTION BUREAU PLAN' NUMIBER #178b. DATE R;ECEIIVED 12-21-88 CONTRACTOR: Harbour Cove Dev. PHONE NUMBER: _ ARCHITECT: PHONE NUMBER: OWNER: oar -boor ram.—oo,o o�.noy��opmen,-1n LOCATION: 2446Harh011r Cove Tyr 50 TYPE OF OCCUPANCY: Rpsi6ential TYPE OF CONSTRUCTION: �un�flrinkled _ SIZE OF BUILDING: NUMBER OF FLOORS: 2 REQUIREMENTS: 0 9h -2T_., J, Maximum height of risers 7 inches Minimum height of risers 4 inches Minimum tread depth 11 inches 2. NO penetrations slizil:l be allowed. in a 2 hour party wall Tenant separation between townhouses shall comfoxm with SBC 403.5. 3 Portable fire extinguishers each -unit or every 75 ft of gravel r3; stanne .oi„ts; (it - building mQ nted on wall i CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALLINSPEQTIONS 24 HOUR NOTICE REQUIREDC ON ALLANSPETION:S REVIEWED BY: �Y� /% �� DATE 4-1- SIGNATURE CHECK LIST Project Rase- HARBOUR yOVE - 3 UNIT TOWNHOUSE - BUILDING E Architect: JACK BO�GER Ph: 283-3766 (STUART) Contractor: HARBOUR C Owner:. HARBOUR C Address: 2446-2450 Occupancy Classification Type of Construction: _ Height and Area: .� Occupancy Requirements P� Construction Requirements A. Fire Protection: B. Egress Requireme Other Requirements: _ A Elev+ -2 Sprii Cosd" DEVELOPMENT, INC. Ph: 461-4846 DEVELOPMENT, INC. Ph: 461-4846 COVE DR. FT. PIERCE, FL 34949 8 Un s 41'/r)C2 Chapter IV: tors Standpipes 6 Standpipes Materials - Interior Roof (Coverings Light - Ventilation -_Sanitation Handifap Requirements Places sent to Fire Dept. - Date: W prApproved: Plot Plan Cbeck Pater Sever Energy Le - Paving & Drainage approval by Engineering Dept. Special Conditions prior to issuance Threshold Affidavit/Before Issuance Affidavit -'SUM MER UL_;ULATIONS z f~ iASE BASE GLASSGLASS : SUMMER = SUMMER o I AREA PT MULT. POINTS NE N. �� 47.8 71.7 0 CON TOTAL BASE .15 x FLOOR _ GLASS = ADJUST. x 71 Y I AREA _ AREA FACTOR .15 1 Z -; 7 Z 1 /.O Z i CLIMATE 20NF'a , 4 5 6 4_ w a_q SINGLE -PANE DOUBLE -PANE SUMMER AS -BUILT GLASAREAS x SUMMER POINT MULT OR SUMMER POINT MULT. x OVEP,+IANG = GLASS CLEAR TINT" CLEAR TINT' FACTOR (_9B) SUM. PTS. N� --- T 51.0 _ 51.5 47.8 43.5 NE 77.2 76.6, 71.7 63.4 _ 109.2 107. ) 102.0 87.3 , _E SE 112.9 110. 104.1 89.4 S 3 , 100.2 98.3 90.9 78.8 / Si- 112.9 1A0 104.1 89.4 W 109.2 107 102.0 87.3 0V 77.2 1 76.6 71.7 63.4 H 367.7 303.3 _ 324.6 238.1 o, S n Z co 3Z,3 q el. 3 i3 O w s 0- �- Z11f I- I ADJUSTED = GLASS COMPONENT BASE SUMMER = AREA x BASE SUMMER DESCRIPTION POINT MULT. POINTS EXTERIOR 1.0 a ADJACENT .7 3 I I cn EXTERIOR I ZO 9.9 o ADJACENT 3.2 o J t UNDER ATTIC Z .6 I6e, 1 J OR SINGLE .6 0 ASSEMBLY .6 Ir 0 0 J LL -31.8 -moo -'AA4 AS -BUILT GLASS SUBTOTAL �S COMPONENT DESCRIPTION SUMMER AS -BUILT AREA x POINT MULT. = SUMMER (9C THRU 913) POINTS 1 'FL'T coo 11q 7 z z7 V- / J4 01 W V"' SPACE. S?J•! BASE COOLING I TOTAL BASE BASE TOTAL AS -BUILT I AS -BUILT I 6S-BUILT AS -BUILT COOLING SYSTEM SYSTEM x SUMMER = MULTIPLIER POINTS COOLING POINTS AS -BUILT x DM x CSM x CCM = COOLING SUM. PT 9H 9K 9L POINTS .43 yz 5- o /0 Z75 5? Z 7 1 ///0 NUMBER BASE I BASE AS -BUILT NUMBER AS -BUILT AS -BUILT AS -BUILT HOT WATER OF x HOT WATER = )'IOT BEDROOM MULTIPLIER I WATER POINTS HOT WATER Y E DESC. OF x HWM x HWCM = HOT WATER BEDROOMS I JM 9N POINTS 3 3527 /D) �� 3 2 SYSTEM ' H = Horizontal Glass (Skylights) I Q •' For glass with known Shading Coefficient, eel sec. 9032(a). Tint Multipliers may be used for glass with solar screens, film, or tint. -2 {' 5. SUMMER, CALCULATIONS BASE BASE w GLASS x SUMMER = SUMMER CC o AREA PT. MULT. POINTS CLIMATF 2nNFS A 5 6 z lUj a SINGLE -PANE DOUBLE -PANE SUMMER AS -BUILT GLASS AREA x SUMMER POINT MULT OR SUMMER POINT Mli�'. x OVERHANG:` GLASS CLEAR TINT" CLEAR TINT" FACTOR (9B) SUM. PTS. N 51.0 51.5 47.8 43.5 NE 77.2 76.6 71.7 63.4 3"3 109.2 0 102.0 87.3 / & E 112.9 110.3 104.1 89.4 S 3 3 100.2 98 90.9 78.8 Z y W 112.9 110.3 104.1 89.4 . 3 109.2 1 102.0 87.3 70 3 9? NW 1 77.2 76.6 71.7 63.4 H' 367.7 303.3 324.6 238.1 .`S 3�58 107,1 / 07 i / 2 L/ -2- /07,1 19,15- 5391zr I COND. I TOTAL I BASE I BASE I ADJUSTED .15 x FLOOR T GLASS = ADJUST. x GLASS = GLASS LY1h I AREA I AREA I FACTOR I S JBTOTAL I BASE SP .15 1 Z S' b I ZCO / -I /, /O I 26, Z -'7o 1 ZS R Fs COMPONENT BASE SUMMER _ BASE DESCRIPTION AREA • x POINT MULT. SUMMER POINTS EXTERIOR / 1.0 J a ADJACENT .7 -S 3 sn I EXTERIOR Zo 9.9 00 ADJACENT 3.2 _ 0 UNDER ATTIC -A OR SINGLE Uj 0 ASSEMBLY v - 31.8 I -_� - aaq 11 -St IF AS -BUILT GLASS SUBTOTAL �28Z COMPONENT DESCRIPTION SUMMER AS -BUILT AREA x POINT MULT. = SUMMER (9C THRU 9G) POINTS ,Q / ,4 0 ul 7 Z USE AREA DYER UNC I I AL c MP ntn d t v MEH P I T BASE COOLING I TOTAL BASE SYSTEM x SUMMER MULTIPLIER POINTS .43 �t�738 NUMBER BASE OF x HOT WATER BEDROOMS MULTIPLIER 3 1 3527 I BASE COOLING POINTS � t BASE - HOT WATER PIT. 1 TOTAL COMPONENT TOTAL AS -BUILT SUM. PTS. �F6; AS -BUILT HOT WATER SYSTEM DESC.. AS AS -BUILT x DM 9H /1/6 NUMBER OF BEDROOMS9M 3 -BUILT SUMMER POINTS I AS -BUILT I x CSM x 9K 1 , yo I AS -BUILT x HWM x 3 5-27 1 AS -BUILT CCM 9L AS -BUILT HWCM 9N ,(a i 1-f 3 Coeo 1' AS -BUILT = COOLING - PINT /fZ/y AS -BUILT = HOT WATER PINT G Sto O COOLING SYSTEM HOT WATER SYSTEM ' H = Horizontal Glass (Skylights) •' For glass with known Shading Coefficient, see sec. 903.2(a). Tint Multipliers may be used for glass with solar screens, film, or tint. -2- SUMM� POINT MULTIPLIERS (SPM) 9B SUMMER OVERHANG FACTORS (SOF) For single and dou Ile pane glass. CLIMATE ZONES 4 5 6 10- OH RATIO .0-.11 .12-.17 .18-.26 1 27-.351 .36-.46 .47-.57 .58-.70 .71-.83 .84-1.18 1.19-1.72 1.73-2.73 2.74+ If N 1.0 .94 .91 .87 .83 .79 .75 .72 .69 .62 .56 .50 M1 NE/NW 1.0 .94 .91 .85 .79 .72 .68 .63 .58 .50 .40 .36 J o E/W 1.0 .95 .92 .85 .78 .70 .64 .58 .52 .42 .33 .26 SE/SW 1.0 .93 .90 .81 .72 .62 .55 .49 .42 .33 .27 .22 S 1.0 .91 .87 .77 .67 .57 .50 .45 .39 .32 .28 .25 H LENGTH • 0 ft. 1 It. 14 It. 2 ft. 1 1 3 It. I 3Yz 0, 1 41h ft. 1 5%ft.---1 6% It. 9Y2 It. 1 14 ft. 20 it.+ • To select by Ove hang Length. no part of glass shall be more Inan 8 ft. below the overhang. OVERHANG RATIO = OH LENGTH OH HEIGHT T�i•- L H L H ❑� H 9C WALL SUMMER POINT MULTIPLIERS (SPM) FRAME I CONCRETE BLOCK FACE BRICK LOG IAITChInD I\IQI If ATInki rVT 1\I[•111 ATInki w..�. .... ...www �w If. r• I. Ivan. rr 1. u. rr 1. u - O.`J Z.y O IN16ri R-VALUE EXT ADJ R-VALUE EXT ADJ EXT EXT EXT 7. 10.9 .6 R-VALUE EXT 0- 6.9 6.4 2.2 0- 2.9 2.5 F .9 1.8 2.6 1.8 11.-18.9 .4 0-2.9 1.7 7-10.9 2.3 3- 4.9 1.4 .7 1.1 .7 .8 19.25.9 .2 3-6.9 1.1 11-12.9 _.. 1.9 -7� 5- 6.9 1.0 I .6 .8 .3 .3 26&U .1 7&U .8 13 - 18.9 --1:7 - .6 7 - 10.9 .8 .4 .6 .1 .1 R-VALUE BLOCK 81NCH .3 19-25.9 1.0 _ .3 11-18.9 .4 , .3 n n n-29 1n A.VA1uv 1 PVT 9D DOOR SUMMER POINT MULTIPLIERS (SPM) DOOR TYPE EXTERIOR ADJACENT WOOD 9.1 INSULATED 3.2 9G INFILTRATION SUMMER POINT MULTIPLIERS INFILTRATION PRACTICE SPM (See Table 9P) PRACTICE a 1 13.8 PRACTICE s 2 0.9 PRACTICE a 3 .6 9E CEILING SUMMER POINT MULTIPLIERS (SPM) UNDER ATTIC SINGLE ASSEMBLY CONCRETE DECK ROOF R-VALUE SPM R-VALUE SPM I CEILING TYPE 19 - 21.9 1.1 10 -10.9 3.0 R-VALUE DROPPED EXPOSED 22 - 25.9 .9 11 - 12.9 2.7 10 - 13.9 3.0 3.3 26=29.9 _7 17.1AQ 9d 1a.gna 9n 91 FLOOR SUMMER POINT MULTIPLIERS (SPM) SLAB -ON -GRADE EDGE INSULATION RAISED CONCRETE RAISED WOOD (See 903.2(e)) R-VALUE SPM R-VALUE SPM R-VALUE SPM 0-2.9 -31.9 0-2.9 -1.0 0- 6.9. - .7 3-4.9 -31.8 3-4.9 -1.7 7-10.9 - .8 5-6.9 -31.7 5-6.9 -1.7 11-18.9 - .8 7&Ur) -31.6 7&U -1.7 19&U - .7 3PM) 9H DUCT MULTIPLIERS (DM) R-VALUE With Retum Air Duct W/O Retum Air Duct 4.2 - 4.9 1.14 1.10 5.0 - 6.6 1.12 1.08 6.7 & Up 1.09 1.06 DUCTS IN CONDITIONED SPACE 1.00 1.00 -3- WINTE POINT MULTIPLIERS (WPM) 9B WINTER OVERHANG FACTORS (WOF) CLIMATE ZONES 4 5 6 10- OH RATIO 0-.11 .12-.17 .18-.26 7-3b 1 .36-.46 1 47-.57 .58-.10 .71-.83 .84-1.18 1 1.19-1.72 1 1.73-2.73 2.74+ tI SINGLE PANE GLASS eN 1.0 1.03 1.05 1.081 1 1.10 1.13 1.15 1.18 1.20 1.24 1.29 1.34 1 NE/NW 1.0 1.07 1.10 1.151 1 1.20 1.25 1.30 1.35 1.39 1.50 1.59 1.67 1 1 E/W 1.0 .71 .57 .19 -.20 -.65 -1.05 -1.48 -2.03 -3.01 -4.06 -5.04 m 1 SE/SW 1.0 .93 .90 .80 .68 .54 .39 .22 .05 -.33 -.71 -1.01 1 t- Q S 1.0 .95 .92 .83 .70 1 .54 .36 1 .13 1 -.13 -.70 1 -.98 -109 w t DOUBLE PANE GLASS t N 1.0 1.05 1.07 1.111 1.14 1.18 1.21 1:24 1.28 1.34 1.40 1.47 1 NE/NW 1.0 1.11 1.16 1.241 1.32 1.41 1.48 1.56 1.63 1.80 1.94 2.08 t 1 E/W 1.0 .88 .82 7766T .50 .31 .15 -.03 -.26 -.66 -1.10 -1.50 t 1 SE/SW 1.0 .95 .92 .85 .76 .65 .54 .41 .28 -.01 -.30 -.52 t S 1.0 .96 .94 .87 .78 .65 .51 1 .33 .13 -.30 -.51 -.60 OH LENGTH 0 ft. 1 ft. 1Ys ft. 1 2 It. 1 1 3 ft. 1 3Y2 It. . 4112 ft 5% ft. 61h ft. 9Y2 ft, 1 14 ft. 1 20 ft.+ To select by Overhang Length, no part of glass shall be more than 8 ff. below the overhang. OVERHANG RATIO = OH LENGTH OH HEIGHT V L H 9C WALL WINTER POINT MULTIPLIERS (WPM) FRAME 11r- H L ❑� H .ATjnm K IC IUCIII ATinki n , FACE B SICK ^ - LOG WOOD I NORMAL WT LT. WT. INOR. WT. I LT. WT. 0- 6.9 7.0 6 INCH R• ALE EXT ADJ R-VALUE EXTI ADJ EXT EXT EXT 7 - 10.9 2.1 R-VALUE EXT 0- 6.9 6.8' 5.3 0- 2.9 6.01 3.1 4.7 6.0 4.7 11-18.9 1.7 0-2.9 2.2 7-10.9 2.5 2.1 - 4. .1 2.8 2.3 19-2. .0 3-6.9 1.2 11-12.9 2.0 18' 5- 6.9 2.9 1.9 2.4 2.0 1.7 26&U .6 7&U .9 13 - 18.9 1.8 1.8 7 - 10.9 2.31 1.5 1.9 1.5 1.2 R-VALUE BLOCK 8 INCH 19 - 25.9 1 1.1 1 1.0 11 L 11 - 18.9 1.51 1.1 1.3 8 .8 0 -2.9 3.7 R-VALUE EXT 26&U .7 .7 19-25.9 .8 .7 .8 3-6.9 2.6 0-2.9 1.2 STEEL 26&U 5 1 .5 5 7-9.9 1.9 s-Aa a 90 DOOR WINTER POINT MULTIPLIERS (WPM) DOOR TYPE EXTERIOR ADJACENT WOOD 9.5 .6.9 ` INSULATED 51 7.6 9E CEILING WINTER POINT MULTIPLIERS (WPM) UNDER ATTIC SINGLE ASSEMBI R-VALUE WPM R-VALUE WF 19 - 21.9 1.0 10 -10.9 1.1 22 - 25.9 .9 11 - 12.9 Li 26-29.9 .7 13-18.9 1.J 30.37.9 19-25.9 1., 38&U 4 2 &U A 9F FLOOR WINTER POINT MULTIPLIERS (WPM) SLAB -ON -GRADE EDGE INSULATI N RAISED CONCRETE RAISED WOOD See 903.2 e R-VALUE WPM R-VALUE WPM R•VALUE WPM •9 0-2.9 4.0 0- 6.9 .5 3-4.9 - 1.7 3-4.9 1.8 7-10.9 1. 5.6.9 - 2.4 5-6.9 1.1 11-18.9 .8 7&U - 2.7 7&U .8 19&U .4 9G INFILTRATION WINTER POINT MULTIPLIERS'(WPM) I9H DUCT MULTIPLIERS (DM) INFILTRATION PRACTICE (See Table 9P) WPM PRACTICE # 1 8 PRACTICE # 2 r 4.1 1 PRACTICE N 32 R•VALUE With Retum Air Duct W/O Retum Air Duct 4.2 - 4.9 1.14 1.10 5.0 - 6.6 1.12 1.08 6.7 & Up 1.09 1.06 DUCTS IN CONDITIONED SPACE 1.00 1.00 cvcTru rvuc NGA r 1IJI: C" I d M Yul 11611 klmWq -• COP 2.5-2.69 2.7-2.89 2.9-3.09 3.1 •3.29 3.3-3.49 35 3.69 3.7-U Heat Pump HSM .54 .50 .47 .44 .41 .39 .37 Electric Strip HSM 1.0 Gas & Other Fuels HSM 1.0 See Table 9J for Credit Multipliers) PTHP & Room Units HSM HSM for COP 2.2 - 2.49 = .63. See above for COP 2.49. Minimums: Cerjtral Units 2.7 COP. PTHP & Room Units 2.2 COP. COP means Coefficient of Performance. 9J HEATING CREDIT MULTIPLIERS (HCM) I SYSTEM TYPE HEATING SYSTEM MULTIPLIERS Attic Radiant Barrier HCM .98 Multizone HCM .90 AFUE .60 - .64 65 • .69 .70 - .74 .75 - .79 .80 - .84 .85 - .89 .90 - U Natural Gas HCM .44 .41 .38 .35 .33 .31 .30 Other Fuels HCM .69 .63 .59 .55 .51 .48 .46 Where more than one credit AFUE is claimed, multiply HCM's together. Enter product on page 4. means Annual Fuel Utilization Efficiency. 9K COOLING SYSTEM MULTIPLIERS (CSM) SYSTEM TYPE I COOLING SYSTEM MULTIPLIERS Central Units SEER 7.8- 7.9 1 8.0� 8.41 8.5• 8.9 9.0• 9.4 9.5- 9.9 10.0- 10.4 10.5• 10.9 11.0- 11.4 11.5 11.9 12.0- & U CSM .44 1 Ad 1 .40 1 .38 1 .36 1 .34 1 .32 1 .31 1 .30 .28 PTAC & Room Unit CSM I CSM for EER 7.5 - 7.7 = .46. • For EER's>7.7 use multipliers above. Minimums: Central Units 7.8 SEER. Room Units 7.5 EER. PTAC under 13,000 BTU/H 7.5 EER, and over 13,000 BTU/H 7.0 EER. SEER means Seasonal Energy Efficiency Ratio. EER means Energy Efficiency Ratio. 9L COOLING CREDIT MULTIPLIERS (CCM) SYSTEM TYPE 17 COOLING CREDIT MULTIPLIERS C Ceiling Fans .86 Multizone .90 GrossVentilation or Whole House Fan (Credit for onI' Attic Radiant Barrier 1 .95 Where more than one credit is claimed, multiply CCM's together. Enter product on page 2. 9M HOT WATER MULTIPLIERS (HWM) SYSTEM TYPE I HOT WATER MULTIPLIERS Electric EF .80 - .81 .82 - .83 .84 - .85 1 .86 - .87 .88 - .90 .91 - .93 .94 - .96 .97 & UP Resistance HWM 3879 37851 3695 3609 3527 3411 3302 3200 EF .48 - .49 .50 - .51 .52 - .53 .54 - .55 .56 - .57 .58 - .59 .60 - .61 .62 & U Natural Gas HWM 1722 1653! 1589 1530 1476 1425 1377 1333 Other Fuels HWM 2662 25561 2458 2367 2282 2203 2130 2061 Water heaters must com I , with prescriptive means of Table 9A. EF means Energy Factor. 9N HOT WATER CREDIT MULTIPLIERS (HWCM) SYSTEM TYPE HOT WATER CREDIT MULTIPLIERS SF .1 .2 .3 .4 .5 .6 .7 .8 .9 1.0 Solar Water Heater HWCM .9 .8 .7 .6 .5 .4 .3 .2 .1 .0 With Air -conditioner Heat Pump Heat Recovery Unit HWCM .62 .58 EF 2.0-2.49 2.5-2.99 3.0-3.49 3.5 & U Dedicated Heat Pump HWCM .44 .35 .29 .25 A HWM must be used in conjunction with all HWCM. See Table 9M. SF means Solar Fraction. EF means Energy Factor. *Form 900D-86 must be submitted to obtain credit for Heat Recovery Unit. 9P INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST (See.Section 903.2(t)) COMPONENTS I REQUIREMENTS FOR EACH PRACTICE CHECK PRACTICE 11 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES ON TABLE 9A. PRACTICE 02 COMPLY WITH PRACTICE Al AND THE FOLLOWING: Exterior Walls and Floors Top plate enetrations! sealed. Infiltration barrier installed. Sole late/floor 'oint caulked or sealed. Exterior Walls & Ceilings Penetrations 'oints and cracks on interior surface caulked sealed or gasketed. Ductwork Ductwork in unconditioned space must be sealed. Fireplaces EaUiDDed with outside Icombustion air, doors and flue dampers. Exhaust Fans Equipped with dampers. Combustion devices see 903.2(f). "3 COMPLY WITH PRACTICES 11 AND #2 AND THE FOLLOWING: -PRACTICE Ceilings Infiltration barrier installed. Interior Walls Top PIate penetrations sealed or 'oints & cracks on interior walls caulked sealed or gasketed. Recessed Lights Sealed from conditioned space & insulated from ventilated attics aces. Ductwork All ductwork located in conditioned space. Combustion Appliances Be in unconditioned space (except direct vent). Draw air from unconditioned space. Exhaust by-products outdoors. Stoves see 903.2(f). IBASE,WINTERI BASE ,z GLASS x POINT = WINTER ¢o I AREA.. I MULTIPLIER I POINTS C SE v v - p.p -13.4 S 3 � -14.0 Z SW -13.4 W Z(c - 5.6 - U NW 3.5 u� _IAn Uj � GLASS x SINGLE -PANE OR DOUBLE -PANE WINTER AS -BUILT AREA WINTER POINT MULT. WINTER POINT MULT x OVERHANG = GLASS CLEAR TINT" CLEAR TINT' - FACTOR (9B) WIN. PTS. N 9.6 9.6 5.6 6.1 NE 7.4 7.3 3.5 4.2 E -3 -2.2 -2.0 -5.6 -3.6 SE - 0.3 - 9.7 -13.4 -10.4 -10.9. -10.2 -14.0 -11.0 -3 W -10.3 - 9.7 -13.4 -10.4 53 - 2.2 - 2.0 - 5.6 - 3.6 -� W 7.4 7.3 3.5 4.2 -32.1 -28.0 -27.0 -21.5 - - Z ,S 2- 71 - 15 I I I I I -• I COND. I TOTAL I BASE I BASE I ADJUSTED .15x FLOOR + GLASS = ADJUST x GLASS = GLASS AREA AREA FACTOR S BTOTAL I BASE WP .15 1 1 1 /./0 -%739 - I / 3 COMPONENT BASE AREA x BASE WINTER = WINTER DESCRIPTION POINT MULT. POINTS EXTERIOR / 1.1 a ADJACENT S 1.8 91 D 3 ¢ EXTERIOR 10.5 I Z D 0 ADJACENT 7.6 0 UNDER ATTIC .j OR SINGLE ASSEMBLY 0 0 li BASE HEATING TOTAL BASE BASE HEATING SYSTEM x WINTER = HEATING SYSTEM MULTIPLIER POINTS POINT 1.14 rj AS -BUILT GLASS SUBTOTAL 1 COMPONENT DESCRIPTION WINTER AS -BUILT AREA x POINT MULT. = WINTER 9C THRU 9G POINTS 8 8 i y0 AREA SPACE. TOTAL I AS -BUILT I AS -BUILT I AS -BUILT AS -BUILT AS -BUILT x DM x HSM x HCM = HEATING WIN. PTS. 9H 91 9J POINTS 9 /, /v /o BASE I BASE I BASE I TOTAL AS -BUILT I AS -BUILT I AS -BUILT I TOTAL COOLING + HEATING + HOT WATER = BASE COOLING + HEATING + .HOT WATER = AS -BUILT POINTS POINTS POINTS POINTS POINTS POINTS POINTS POINTS o F P.2 From P.2 Enter on P.1 From. P.2 From P.2 Enter on P.1 70757 F 30 os--K-d 3 A. l y7- /o 786165,700 1 56 S& 5 ' H = Horizontal Glass (Skylights) I " For ghm with known Shading Coefficient,) see sec. 903.2(a). Tint Multipliers may be used for glass with solar screens, film, or tint. _A_ WINTER POINT MULTIPLIERS (WPM) 9B . WINTER OVERHANG FACTORS (WOF) I CLIMATE ZONES 4 5 6 OH RATIO 0-.11 .12-.17 .18-.26 1 .27-j35 .36-.46 1 47-.57 .58-.10 1 .71-.83 .84-1.18 1.19-1.72 1.73-2.73 2.74+ SINGLE PANE GLASS , N 1.0 1.03 1.05 1. 1.10 1.13 1.15 1.18 1.20 1.24 1.29 1.34 NE/NW 1.0 1.07 1.10 1.1 1.20 1.25 1.30 1.35 1.39 1.50 1.59 1.67 E/W 1.0 .71 .57 .1"9 -.20 -.65 -1.05 -1.48 -2.03 -3.01 -4.06 -5.04 m 1 c SE/SW 1.0 .93 .90 .810 .68 .54 .39 .22 .05 -.33 -.71 -1.01 S 1.0 .95 .92 .63 .70 .54 1 .36 .13 -.13 -.70 -.98 w I DOUBLE PANE GLASS N 1.0 1.05 1.07 1.1"1 1.14 1.18 1.21 1:24 1.28 1.34 1.40 1.47 i NE/NW 1.0 1,11 1.16 IIJ4 1.32 1.41 1.48 1.56 1.63 1.80 1.94 2.08 E/W 1.0 .88 .82 A .50 .31 .15 -.03 -.26 -.66 -1.10 -1.50 SE/SW 1.0 .95 .92 .65 .76 .65 .54 .41 .28 -.01 -.30 -.52 S 1. .96 .87 .78 .65 .51 .33 .13 -.30 -.51 -.60 OH LENGTH • 0 ft. 1 ft. 114 ft. 2 it. 3 ft. 3'k fl. 4Yx ft 51h ft. 614 ft. 91h it. 1411. 20 ft + To select by Ov rhang Length, no part of glass shall be more than 8 ft. below the overhang. OVERHANG RATIO = OH LENGTH OH HEIGHT I T�i- L H 9C WALL WINTER POINT MULTIPLIERS (WPM) FRAME WOOD R-VALUE EXT AD R-VALUE 0- 6.9 6.8 ' 5.3 - 2.9 7 - 10.9 2.5 2.1 - 4.9 11 - 12. 2.0 5 6.9 13 - 18.9 1.8 1.6 7 - 10.9 19 - 25.9 1.1 1.0 11 - 18.9 26&Ur) .7 7 iG.98;a 90 DOOR WINTER POINT MULTIPLIERS (WPM) DOOR TYPE EXTERIOR ADJACENT WOOD 9.5 C6.9 INSULATED 10.5 7.6 L H RICK LOG 1.8 .7 .8 1 3. .5 .5 5 r'-.=.' 7- 10 1 9E. CEILING WINTER POINT MULTIPLIERS (WPM) UNDER ATTIC SINGLE ASSEMBLY CONCRETE DECK ROOF CEILING TYPE R-VALUE WPM R-VALUE WPM 19 - 21.9 1.0 10 -10.9 1.8 R-VALUE DROPPED EXPOSED 22.25.9 .9 11 - 12.9 1.6 10- 13.9 1.2 1.3 26.- 29.9 .7 13 - 18.9 1.5 14 - 20.9 .7 .7 30.37.9 19.25.9- 1.1 21&U 4 3 38&U 4 2 & .6 r 9F FLOOR WINTER POINT MULTIPLIERS (WPM) SLAB -ON -GRADE EDGE INSULATION RAISED CONCRETE RAISED WOOD See 903.2 e R-VALUE WPM- R-VALUE WPM R-VALUE WPM 0-2.9 2.5 0-2.9 4.0 0- 6.9 3.5 3-4.9 - 1.7 3.4.9 1.8 7-10.9 5-6.9 - 2.4 -6.9 1.1 11-18.9 n.4 78 - 2.7 7&U .8 19&U 9G INFILTRATION WINTER POINT MULTIPLIERS (WPM) 9H DUCT MULTIPLIERS (DM) INFILTRATION PRACTICE (See Table 9P) WPM PRACTICE # 1 6.2 PRACTICE • 2 4.1 PRACTICE N 3 2.2 R-VALUE With Retum Air Duct W/O Retum Air Duct 4.2.4.9 1.14 1.10 5.0 - 6.6 1.12 1.08 6.7 & Up 1.09 1.06 DUCTS IN CONDITIONED SPACE 1.00 1.00 -5- rs SUMME POINT MULTIPLIERS (SPM) 9B SUMMER OVERHANG FACTORS (SOF) For single and double pane glass. CLIMATE ZONES 4 5 6 ► OH RATIO .0-.11 .12-.17 .18-.26 .27-.35 .36-.46 .47-.57 .58-.70 .71-.83 .84-1.18 1.19-1.72 1.73-2.73 2.74+ r1 N 1.0 . .94 .91 .87 .83 .79 .75 .72 .69 .62 .56 .50 mC NE/NW 1.0 .94 .91 .85 .79 .72 .68 .63 .58 .50 .40 .36 J o E/W 1.0. .95 .92 .85 .78 .70 .64 .58 .52 .42 .33 .26 w� SE/SW 1.0 .93 .90 .81 .72 .62 .55 .49 .42 .33 .27 .22 S 1.0 .91 .87 .77 .67 .57 .50 .45 .39 .32 .28 .25 ► H LENGTH • 0 ft. 1 It. 1Y2 It. 2 ft. 3 It. 314 ft. 4Y2 ft. 514 ft. 61h ft. 914 It. 14 It. 20 ft.+ • To select by Overhang Length. no part of glass shall be more tnan 8 ft. below the overhang. OVERHANG RATIO = OH LENGTH OH HEIGHT T-� L H 9C WALL SUMMER POINT MULTIPLIERS (SPM) FRAME CON( INTERIOR I ON LOG __ - -- ..... ......r .... .... "w". .. e. I-i. I i. V - V.a c.v O IP1bfl R-VALUE EXT ADJ R-VALUE EXT ADJ EXT EXT EXT 7 - 10.9 .6 R-VALUE EXT 0- 6.9 6.4 2.2 0- 2.9 2.5 .9 1.8 2.5 1.8 11-18.9 .4 0-2.9 1.7 7 - 10.9 2.3 3- 4.9 1.4 .7 1.1 .7 .8 19 - 25.9 .2 3-6.9 1.1 11-12.9 1.9 5- 6.9 1.0 I .6 .8 .3 .3 26& Up .1 7&LID 8 13 - 18.9 1.7 _ .6 7 - 10.9 .8 .4 .6 .1 .1 R-VALUE BLOCK 8 INCH 19 - 25.9 1.0 .3 11 - 18.9 .4 I .3 .3 .0 .0 0 - 2.9 1 1.0 R-VALUE EXT 26&U 6 .2 19-25.9 .2 .2 .1 3-6.9 .6 0-2.9 1.0 STEEL 26 & U 1 .1_ 0WINNIMMUNIM r 7- 9.9 1 a 9- a o n 9D DOOR SUMMER POINT MULTIPLIERS (SPM) DOOR TYPE, EXTERIOR ADJACENT WOOD 9.1 2 INSULATED r .9 3.2 913 INFILTRATION SUMMER POINT MULTIPLIERS (SPM) INFILTRATION PRACTICE SPM (See Table 9P) PRACTICE r 1 13.8 PRACTICE N 2 PRACTICE # 3 7.6 PGII 1\IA CI I\\\�G� IIAI\IT u111 T UNDER ATTIC SINGLE ASSEMBLY CONCRETE DECK ROOF F CEILING TYPE R-VALUE SPM R-VALUE SPM 19 - 21.9 1.1 10 -10.9 3.0 R-VALUE DROPPED EXPOSED 22 - 25.9 .9 11 - 12.9 2.7 10 - 13.9 3.0 3.3 26=29.9 7 13.18.9 2.4 14-20.9 2.0 2.1 30-37.9 .61 19.25.9 1.8 21 & Uo 1.4 1.3 38&U 4 26 & Up 1 ,; .. �F FLOOR SUMMER POINT MULTIPLIERS P (S M) SLAB -ON -GRADE EDGE INSULATION RAISED CONCRETE RAISED WOOD (See 903.2(e)) R-VALUE SPM- R-VALUE SPM R-VALUE SPM 0-2.9 -31.9 0-2.9 -1.0 0- 6.9 - .7 3-4.9 -31.8 3-4.9 -1.7 7-10.9 - .8 5-6.9 -31.7 5.6.9 -1.7 '7 11-18.9 - .B 7& -31.6 7&U -1. 19&U PH DUCT MULTIPLIERS (DM) R-VALUE With Retum Air Duct W/O Retum Air Duct 4.2 - 4.9 1.14 1.10 5.0 - 6.6 1.12 1.08 6.7 & Up 1.09 1.06 DUCTS IN CONDITIONED SPACE 1.00 1.00 -3- CLIMATF 7nNFS A 5 5 SUMMER CALCULATIONS I I I BASE BASE Uj GLASS x SUMMER = SUMMER CC o AREA' PT. MULT. POINTS y iA J W Cr SINGLE -PANE DOUBLE -PANE I SUMMER I AS -BUILT OR GLASS x SUMMER POINT MOLT. SUMMER POINT MULT. x OVERHANG= GLASS AREA AREA CLEAR TINT' CLEAR TINT' FACTOR (96 1 SUM. PTS. 51.0 51.5 47.8 43.5 NE 1 77.2 76.6 71.7 63.4 El 3 Co 109.2 102.0 87.3 i 2- J L SE 112.9 iiu 104.1 89.4 100.2 98j 90.9 78.8 3 $ S SW 112.9 11 104.1 89.4 W $U 109.2 107.1 102.0 87.3 70 NW 77.2 76.6 71.7 63.4 367.7 303.3 324.6 238.1 3 �- GlJ I i COND. TOTAL BASE BASE ADJUSTED 1 5 x FLOOR _ GLASS = ADJUST. x 3LASS = GLASS S&71 AREA I AREA I FACTOR I SUBTOTAL I BASE SP 1Z--5 -,'5 v T-. ')- 13 l -7 D I Z 3 'D7 8 BASE COMPONENT AREA x BASE SUMMER _ SUMMER DESCRIPTION' POINT MULT. POINTS EXTERIOR 3 h 1.0 S,(o a ADJACENT / .7 3 , U) I EXTERIOR 9.9 / CADJACENT 1 3.2 I 58 o t UNDER ATTIC /D .6 L OR SINGLE. .6ui I 0 ASSEMBLY .6 0 0 J LL AS -BUILT GLASS SUBTOTAL 3 0 t'o 0 COMPONENT DESCRIPTION SUMMER AREA x POINT MOLT. (9C THRU 9G) AS -BUILT = SUMMER POINTS n-r .f// w O el , y / w r7 4, . 3 -31.8 1 -"'1 c _ Ada R4 O_ii-- FLOOR. COOLING SYSTEM BASE COOLING I TOTAL BASE SYSTEM x SUMMER MULTIPLIER I POINTS II BASE COOLING 11 POINTS TOTAL I AS -BUILT SUM. PTS. AS -BUILT I AS -BUILT I AS -BUILT I AS -BUILT x DM x CSM x CCM = COOLING - I 9 9K 9L POINT .43 3y0iL/ 77G y777 //0 1 3/ 1-7aZ,-7 AS -BUILT HOT WATER DESC. NUMBER I AS -BUILT AS -BUILT AS -BUILT OF x HWM x HWCM = HOT WATER BEDROOMS I (9M 9N PINT HOT WATER SYSTEM NUMBER BASE OF x HOT WATER BEDROOMS I MULTIPLIER BASE HOT WATER PINTS 3527 - _6YSTEM • H = Horizontal Glass (Skylights) • • For glass with known Shading Coefficient, I sec. 903.2(a). Tint Multipliers may be used for glass with solar screens, film, or tint. -2- SUMM R POINT MULTIPLIERS (SPM) 9B SUMMER OVERHANG FACTORS (SOF) For single and do?ble pane glass. CLIMATE ZONES 4 5 6 1110- OH RATIO .0-.11 .12-.17 .18-26 .27-.3.5 36-.46 .47-.57 58-.70 .71-.83 .84-1.18 1.19-1.72 1.73-2.73 2.74+ N 1.0 .94 .91 .871 .83 .79 .75 .72 .69 .62 .56 .50 CalNE/NW 1.0 .94 .91 .85 .79 .72 .68 .63 .58 .50 .40 .36 IJ,o ENV 1.0 .95 .02. .85' .78 .70 .64 .58 .52 .42 .33 .26 L- SE/SW 1.0 .93 .90 .81 .72 .62 .55 .49 .42 .33 .27 .22 S 1.0 .91 .87 .771 .67 .57 .,% .45 .39 .32 .28 .25 OH LENGTH.'l 0 it. 1 ft. 1Yz ft. 2 ft.1 1 3 ft. I 31h ft. 02 ft. I 5Y2 ft. 61h ft. 91h ft. 14 It. 20 ft.+ • To select by Overhang Length, no part of glass shall be more tnan 8 ft. below the overhang. OVERHANG RATIO = OH LENGTH OH HEIGHT ` ,T- � L H L .. H ❑� H 9C WALL SUMMER POINT MULTIPLIERS (SPM) FRAME CONCRETE BLOCK FACE BRICK LOG IN Coma 1111Q111 ATInm cvT ulcl II ATlnu n .... - ........- �w - v.a U.Y L.L I u - - 10.9 2.3 3 = - 12.9 9 7 5 - - 18.9 .6 7 - - 25.9 1.0 .3 11 - & LID .6 .2 19 - 9D DOOR SUMMER POINT MULTIPLIERS (SPM1 DOOR TYPE EXTERIOR ADJACENT WOOD 9.1~2.9 INSULATED 9 3.2 9E CEILING SUMMER POINT MULTIPLIERS (SPM1 UNDER ATTIC SINGLE ASSEMBLY CONCRETE DECK ROOF CEILING TYPE R-VALUE SPM R-VALUE SPM 19 - 21.9 1.1 10 -10.9 3.0 R-VALUE DROPPED EXPOSED 22-25.9 .9 11.12.9 2.7 10-13.9 3.0 3.3 26=29.9 .7 13-18.9 2.4 14-20.9 2.0 2.1 30-37.9 r.6 19-25.9 1.8 21&U 1.4 1.3 38&U .4 1[726 & Up 1 1.1 9F FLOOR SUMMER POINT MULTIPLIERS (SPM1 SLAB -ON -GRADE EDGE INSULATION RAISED CONCRETE RAISED WOOD (See 9O3.2(e)) R-VALUE SPM R-VALUE SPM R-VALUE SPM 0.2.9 -3'1 0-2.9 -1.0 0- 6.9 -'.7 3-4.9 -31. 3-4.9 -1.7 7-10.9 - .8 5-6.9 -31.7 5-6.9 -1.7 11-18.9 - .8 7 & Up 31.6 7$U -1.7 IF 19&Uo - .7 9G INFILTRATION SUMMER POINT MULTIPLIERS (SPM)j 9H DUCT MULTIPLIERS (DMI INFILTRATION PRACTICE SPM (See Table 9P) PRACTICE M 1 13.8 PRACTICE Ar 2 1D.9 PRACTICE a 3 -7.6 R-VALUE With Retum Alr Duct W/O Retum Air DuCt 4.2 - 4.9 1.14 1.10 5.0.6.6 1.12 1.08 6.7 & Up 1.09 1.06 DUCTS IN CONDITIONED SPACE 1 1.00 1.00 i WINTER POINT MULTIPLIERS (WPM) 98 WINTER OVERHANG FACTORS (WOF) CLIMATE ZONES 4 5 6 OH RATIO 0-.11 .12-.17 .18-.26 1 .27-35 36-.46 47-.57 1.7 .70 .71-.83 1 .84=1.18 1.19-1.72 1.73-2.73 2.74+ SINGLE PANE GLASS N 1.0 1.03 1.05 1.118 1.10 1.13 1.15 1.18 1.20 1.24 1.29 1.34 NE/NW 1.0 1.07 1.10 1.15 1.20 1.25 1.30 1.35 1.39 1.50 1.59 1.67 1 i E/W 1.0 .71 .57 .19 -.20 -.65 -1.05 -1.48 -2.03 -3.01 -4.06 -5.04 m SE/SW 1.0 .93 .90 .60 .68 .54 .39 .22 .05 -.33 -.71 -1.01 S 1.0 .95 .92 .63 .70 .54 .36 13 -.13 -.70 -.g8 -109 wi DOUBLE PANE GLASS N 1.0 1.05 1.07 1.j1 1.14 1.18 1.21 1:24 1.28 1.34 1.40 1.47 i NE/NW 1.0 1.11 1.16 1.24 1.32 1.41 1.48 1.56 1.63 1.80 1.94 2.08 1 E/W 1.0 .88 .82 A .50 .31 .15 -.03 -.26 -.66 -1.10 -1.50 SE/SW 1.0 .95 .92 .5 .76 .65 .54 .41 .28 -.01 -.30 -.52 OH S LENGTH ` 1. .96 94 .7 78 .65 .51 .33 .13 -.30 -.51 -.60 0 ft. 1 ft. lrfz ft. 2 Ift. 3 ft. 3'fl ft. 41'1 ft 51h ft. 1 614 ft. 9h ft. 14 ft. 20 ft_+ • To select by Ov Orhang Length, no part of glass shall be more than 8 ft. below the overhang. OVERHANG RATIO = OH LENGTH OH HEIGHT Tli- L H H F� LT H R; WALL WINTER POINT MULTIPLIERS (WPM) FRAME CONCRETE BLOCK FACE BRICK INTERIOR INSULATION (NORMAL WT. I LT. WT. EXT. INSULATION R-VALUE WOOD FR LOG WOOD INOR. WT. I LT. WT. 0- 6.9 7.0 6 INCH R-VALUE EXT ' ADJ R-VALUE EXT 6.0 I ADJ I EXT EXT EXT 7 - 10.9 2.1 R-VALUE EXT 0- 6.9 6.8 5.3 0- 2.9 3.1 4.7 6.0 4.7 11-18.9 1.7 0-2.9 2.2 7-10.9 2.5 2.1 3- 4.9 .8 2.3 3.1 2.8 2.3 19-25.9 1.0 -6.9 1.2 11-12.9 "2.0 - - 1. - 5- 6.9 2.9 1.9 2.4 2.0 1.7 26&U .6 7 & Up 13 - 18.9 1-8 1.6 7 - 10.9 P.3 1.5 1.9 1.5 1.2 R-VALUE BLOCK 8 INCH .9 19 - 25.9 1.1 1.0 11 - 18.9 14.5 1.1 1.3 .8 .8 0 - 2.9 3.7 R-VALUE EXT 26&U .7 7 19-25.9 1.8 .7 .8 3-6.9 2.6 0-2.9 1.2 STEEL 26 & U 1 .5 .5 .5 7 - 9.9 1.8 3 - 6.9 R-VALUE EXT ADJ a t0 U 1.3 7& LID .9 7 0- 6.9 9.4 6.7 7 - 10.9 4.4 3.3 9E CEILING WINTER POINT MULTIPLIERS (WPM) 11 - 12.9 3.3 2.6 UNDER ATTIC SINGLE ASSEMBLY CONCRETE DECK ROOF 13 - 18.9 3.0 2.4 R-VALUE WPM R-VALUE WPM CEILING TYPE 19 - 25.9 26& Uo 1 2.6 1 1.4 2.2 1.2 19 - 21.9 1.0 10 -10.9 1.8 R-VALUE DROPPED EXPOSED 22.25.9 .9 11-12.9 1. 10-13.9 1.2 1.3 26, 29.9 .7 13 - 18.9 1.6 14 - 20.9 .7 .7 30-37.9 19-25.9 1.1 21 &U .4 38 & U 4 26 In nnnR WINTPr7 Dn1uT ulu -nog 1eee rwmn DOOR TYPE EXTERIOR ADJACENT WOOD 9.5 6,9 INSULATED 10.5 7.6 9G INFILTRATION WINTER POINT MIIITIPI IFRc. INFILTRATION PRACTICE (See Table 9P) WPM PRACTICE N 1 6. PRACTICE a 2 q,1. PRACTICE a 3 2.2 91- FLOUR WINTER POINT MULTIPLIERS (WPM) SLAB -ON -GRADE EDGE INSULATION RAISED CONCRETE RAISED WOOD See 903.2 e R-VALUE WPM R-VALUE WPM R-VALUE WPM 0-2.9 2.5 0-2.9 4.0 - 6.9 3.5 3-4.9 - 1.7 3-4.9 1.8 7-10.9 1.1 5-6.9 - 2.4 5-6.9 1.1 11-18.9 .8 7& U12 - 2.7 7&U 8 19&U 4 9H DUCT MULTIPLIERS (DMI R-VALUE With Return Air Duct W/O Return Air Duct 4.2 - 4.9 1.14 1.10 5.0 - 6.6 1.12 1.08 6.7 & Up 1.09 1.06 DUCTS IN CONDITIONED SPACE 1.00 1.00 -5- vN$Av'I I_ri %0^iLV%jLP%I IVIv%:s n, 111-r "I.- ,z BASE GLASS cc xIBASEWINTERI AREA POINT = WINTER o MULTIPLIER POINTS 'N 5.6 NE n 5 IN Cn c� C - - 0.0 _Y l0 SE -13.4 S z -14.0 -i776, SW -13.4 W O - 5.6 NW 3.5 H' -len ,z GLASS x SINGLE -PANE OR DOUBLE -PANE WINTER I AS -BUILT AREA WINTER POINT MULT. I WINTER POINT MULT. x OVERHANG = GLASS CLEAR TINT' • CLEAR TINT" FACTOR (913) 1 WIN. PTS. N 9.6 9.6 5.6 6.1 NE 7.4 7. 3.5 4.2 E (o - 2.2 2.0 - 5.6 - 3.6 S SE - 0.3 - 9.7 -13.4 -10.4 s IS -10.9 -10.2 -14.0 -11.0 - O -10.3 - 9.7 -13.4 -10.4 W - 2.2 �_ 2.0 - 5.6 - 3.6 - NW 7.4 7.3 3.5 4.2 H. -32.1 -28.0 -27.0 -21.5 ^Z- I I COND. I TOTAL I BASE I BASE I ADJUSTED .15x FLOOR + GLASS = ADJUST x GLASS = GLASS AREA I AREA I FACTOR SUBTOTAL BASE WP .15 1 1 1 7 1/ r 2c/3 9- Z COMPONENT AREA x BASE WINTER BASE WINTER DESCRIPTION POINT MULT. POINTS EXTERIOR !0 1.1 D 3 O a ADJACENT /?CcY 1.8 I y 3 I Q EXTERIOR Zv 10.5 OADJACENT 7.6 UNDER ATTI -+ OR SINGLE ASSEMBLY 0 0 ti .6 I77-17 .6 I .6 DUALS FLOOR AREA UNDE - 1.9 1 1-1 IF AS -BUILT GLASS SUBTOTAL -/ y6 COMPONENT DESCRIPTION WINTER AS -BUILT AREA x POINT MULT. = WINTER 9C THRU 9G POINTS Y Y i 7- Y CEILING HEATING SYSTEM BASE HEATING 1 TOTAL BASE' SYSTEM x WINTER MULTIPLIER I POINTS 1 BASE = HEATING POINTS TOTAL AS -BUILT I AS -BUILT I AS -BUILT AS -BUILT x DM x HSM x HCM WIN. PTS. 9H 91 9J AS -BUILT = HEATING PINTS 1.14 6W- 73 5 9573" 1///0 9`133 F of BASE BASE BASE COOLING + HEATING + HOT WATE POINTS POINTS POINTS I P.21 Fr P-21 TOTAL = BASE POINTS fEffler on P.1 AS -BUILT COOLING POINTS From P.21From AS -BUILT AS -BUILT + HEATING + HOT WATER POINTS POINTS P 91 TOTAL = AS -BUILT POINTS Enter P.1 on /G7 76 ? 5' /o 5 � 3 y S'Z 179607 'I ` 3; 3 br(oo ' H = Horizontal Glass (Skylights) " For glass with known Shading Coefficiel pt. see sec. 903.2(s). Tint Multipliers may be used for glass with solar screens, film, or tint. 7. y iv yCn a all a a_a N GLASS BASE,WlNTER BASE z x W POINT WINTER AREA MULTIPLIER POINTS o UUMAIE LUNhb 4 5 6 Z w o GLASS AREA SINGLE x WINTER POINT -PANE OR MULT. DOUBLE WINTER POINT -PANE MULT. WINTER x OVERHANG I FACTOR (913) S - AS -BUILT = GLASS WIN. PTS. -� - G O CLEAR 9.6 7.4 -2.2 - 0.3 -10.9 -10.3 - 2.2 7.4 -32.1 TINT" 9.6 7. 2.0 - 9.7 -10.2 - 9.7 -'2.0 7.3 -28.0 CLEAR 5.6 3.5 -5.6 -13.4 -14.0 -13.4 - 5.6 3.5 -27.0 TINT' • 6A 4.2 -3.6 -10.4 -11.0 -10.4 . - 3.6 4.2 -21.5 5.6 IN NE 3.5 INE E L4 -5.6 IE SE -13.4 ISE S -14.0 S SW 1 -13.4 SW W 0 - 5.6 1W NW 3.5 NW H. -14.0 IH' I COND. .I TOTAL I BASE I BASE I ADJUSTED .1 5 x FLOOR + GLASS = ADJUST x GLASS = GLASS AREA AREA I FACTOR I �UBTOTAL BASE WP .15_- 1 i 1 % L 29v-,5i 1 -- 7)/C COMPONENT AREA x BASE WINTER BASE WINTER DESCRIPTION POINT MULT. r POINTS EXTERIOR 6 1.1 D o a ADJACENT / 1.8y 3 TERIOR 2:0 10.5 V ADJACENT 7.6 1 .� UNDER ATTIC OR SINGLE ASSEMBLY OCo q I 6 .6 .6 BASE CEILING AREA EQUALS FLOOR AREA UNI I SLAB - 1.9 I 7 o RAISED - .2 ii p ! AS -BUILT ; GLASS SUBTOTAL COMPONENT DESCRIPTION I WINTER I AS -BUILT AREA x POINT MULT. = WINTER 9C THRU 9G POINTS 7� BASE HEATING TOTAL BASE BASE TOTAL AS -BUILT I AS -BUILT AS -BUILT AS -BUILT HEATING SYSTEM x WINTER = HEATING AS -BUILT x DM x HSM x HCM - HEATING SYSTEM MULTIPLIER I POINTS POINTS WIN. PTS. 9 91 9J POINTS 1.14 (�y� I 73 r %/iv 9y33 BASE BASE BASE I TOTAL AS -BUILT AS -BUILT AS -BUILT TOTAL COOLING + HEATING + HOT WATE = BASE COOLING + HEATING + HOT WATER = AS -BUILT F POINTS POINTS POINTS POINTS POINTS POINTS' POINTS POINTS F P.2 From P.2 Enter on P_- From P.2 From P.2 Enter on P.1 /67 76 3 3 ir&O i ' H = Horizontal Glass (Skylights) I " For glue with known Shading Coefficient, m sec. 903.2(a). Tint Multipliers may be used for glass with solar screens, film, or tint. y 7 y -A_ WINTER CALIGUILA I IUNS ,z it o GLASS .IBASEiWINTERI BASE AREA POINT WINTER MULTIPLIER POINTS N 5.6 NE 3.5 E IVS - 5.6 SE -13.4 S $ -14.0 -' /yL SW -13.4 W Z - 5.6 NW 3.5 H' -14.0 Cn g C7 ' i VWINTER . z � o SINGLE -PANE DOUBLE -PANE GLASS x WINTER POINT MULT. OR WINTER POINT MULT. x AREA CLEAR TINT" CLEAR TINT" OVERHANG = FACTOR (9B) AS -BUILT GLASS WIN. PTS. N 9.6 9.6 5.6 6.1 NE 7.4 7 3.5 4.2 $ - 2.2 2.0 - 5.6 - 3.6 SE - 0.3 -13.4 -10.4 S -10.9 -10. -14.0 -11.0 SW -10.3 - 9 -'13.4 -10.4 W -2.2-2 1 -5.6 -3.6 NW 7.4 7.3 I COND.' I TOTAL I BASE II I BASE I ADJUSTED 5 x FLOOR _ GLASS = ADJUST x GLASS = GLASS BASE COMPONENT AREA x BASE WINTER WINTER DESCRIPTION POINT MULT. POINTS EXTERIOR // 9 1.1 / / a ADJACENT 1.8 3 I I N cc EXTERIOR 10.5 Z 0 C ADJACENT 7.6 o I UNDER ATTIC .� OR SINGLE ASSEMBLY ¢ SLAB 0o RAISED li - 1.9 I Z - .2 -ZS I ;RIMETER LENGTH AROUND I I .v A I I nZ-7 1 AS•BUILT GLASS SUBTOTAL _ Q 1 COMPONENT DESCRIPTION WINTER AS -BUILT AREA x POINT MULT. = WINTER 9C THRU 9G POINTS 1147 2 Z-5,74 jig BASE HEATING TOTAL BASE BASE HEATING SYSTEM x WINTER I = HEATING t SYSTEM MULTIPLIER POINTS POINT 1.14 71go AREA FOOTAGE. TOTAL AS -BUILT I AS -BUILT I AS -BUILT AS•13UILT AS -BUILT x DM x HSM x HCM = HEATING WIN. PTS. 9H 91 9J PINTS Al SS /, /v //& 3 BASE BASE BASE I TOTAL AS -BUILT AS -BUILT AS -BUILT TOTAL COOLING + HEATING + HOT WATE BASE COOLING. + HEATING + HOT WATER = AS -BUILT < POINTS POINTS POINTS POINTS POINTS POINTS POINTS POINTS oP,2 ,I From P 2 Enter on P.1 From P.2 From P.2 Enter on P, Z 5� 03_eI 6 16 &Y6 /,1635 6 5-&0 3501-l: ' H = Horizontal Glass (Skylights) " known ' �% For glass with Shading Coefflnt, see sec. 903.2(a). Tint Multipliers may be used for glass with solar screens, film, or tint. 7 I W j GLASS x �,.. I POINT = WINTER a AREA MULTIPLIER POINTS N 5.6 - NE 3.5 E - 5.6 SE -13.4 S $ -14.0 SW -13A W 2 - 5.6 NW 3.5 H' -14.0 N Q J C7 I COND. . I TOTAL I BASE 1 .15x FLOOR + GLASS = ADJUST x AREA I AREAFACTOR it; I I 1 /. O Z W WINTER POINT MULT. WINItn PUINi MULT. UVEHMA U : ° uwaa c AREA CLEAR TINT" CLEAR TINT" FACTOR (98) WIN. PTS. <J 9.6 9.6 5.6 6.1 NE 7.4 7 3.5 4.2 -2.2 2.0 ]E� -5.6-3.6 SE - 0.3 -10.9 0. -13.4 -14.0 -10.4 -11.0 W vv -10.3 -2.2 - 9 7-2 -'13.4 -5.6 -10.4 -3.6 NW 7.4 7.3 3.5 4.2 H• -32.1 -28.0 -27.0 -21.5 5 3 i.. CIz I I -1 1 % - 7s ADJUSTED I I AS -BUILT GLASS GLASS BASE COMPONENT AREA x BASE WINTER - WINTER DESCRIPTION POINT MULT. POINTS EXTERIOR //17 1.1 / / a ADJACENT 1.8 175 EXTERIOR 10.5 Z 0 ADJACENT 19 7.6 0 UNDER ATTII J OR SINGLE W ASSEMBLY LAB 00 RAISED -Z BASE HEATING TOTAL BASE BASE HEATING SYSTEM x WINTER j HEATING SYSTEM MULTIPLIER POINTS POINTS COMPONENT DESCRIPTION WINTER AS -BUILT AREA x POINT MULT. = WINTER 9C THRU 9G POINTS y 2-3,74 / Sr AREA EMS TOTAL I AS -BUILT I AS -BUILT AS -BUILT AS -BUILT AS -BUILT x DM x HSM x HCM = HEATING WIN: PTS. 9 91 91 PINT f0 58 F 6 /v 1 1 //& 3 BASE I BASE I BASE TOTAL AS -BUILT I AS -BUILT I AS -BUILT I TOTAL COOLING + HEATING + HOT WATER = BASE COOLING + HEATING + HOT WATER = AS -BUILT J POINTS POINTS POINTS POINTS POINTS POINTS POINTS POINTS o(From P.2 From P.2 Enter on P-1 From P.2 From P.21 lEnter on P.1 5� �l v o SDI !o sy6 //G 3 5 s-&o 35-o y5 • H = Horizontal Glass (Skylights) % •' For glass with known Shading Coefficient, . sec. 903.2(i). Tint Multipliers may be used for glass with solar screens, film, or tint. -4- FEDERAL EMEASENCY NANAGFh,ti„ .,:;FNCY NAi10NAL FLOOD INSURANCE PROGRAM POST CONSTRUCTION ELEV�ITION CERTIFICATE/FLOODPF,,),it iNG CERTIFICATE COMMUNITY NUMBER St. Lucie Co., F1: (UNINCORPORATED AREAS) 120285 "hl registered prolessbnaf engineer, archit 80diM 11 nay be meted by any of the pr b1 PWM off. Print or fype the Worm % atd for tllub3tanfial inepr*vw wnts to existing bps 110 be Wad under. POST -FIRM rules (TO BE COMPI MW SS (or to and btodl nurrloM a addles% b Una 2446-48-50 Harbour Cove Dr. L ON wm= PROPERTY IS LOCATEO 0181-B MAP OREM OATE.. January 5, - 1-9 8 a arwnr tar WU1MX1I011 DATE Nano and TRIt ' 12/88 . Terry L. V-irta - Community Development Director WME 2300 Virginia Ave., Ft. P3,erce, F1. 33450 INSTRUCTIONS 1. surveyor or community permit official completes Section I below. ?ssionals listed at the beginning of Section II, or by a similarly qualified on this form. This form is to be used for new (POST -FIRM) construction ructures In Zones Al-A30, AH and V1-V30 and existing (PRE -FIRM) id rates. SECTION I D BY COMMUNITY PERMIT OFFICIAL) a) Harbour Cove Dev. Inc. (NAME: Harbour Cove bev. Inc. BPk 48214 ) FIA MAP ZONE IN WHICH PROPERTY IS LOCATFn A-10 _ LOOD ELEVATION AT THE PROPOSED SITE - SECTION 11 PHONE (with tirca Code) (305) 466-1100 88_._ INSTRUCTIONS C4TrOWS only the Elevations Certification unless the building has been floodproofed at least to the base flood ehratiOeA. 11 fioodprooling is used; completa.only,.the Floodprooring Certification. The Elevation Certification may be COrrtpi" by a registered professional engineer; architect. or surveyor. The Floodproofing Certification may only be Can~ by a registered professional engineer or, architect. ELI EVATION CERTIFICATION cerft that the building th propartj/ location described above has the lowest floor at an elevation of 7.53 ( Mean living) t t, NGVD (mean sea level). (7.19 Garage) It . BUILDING E r `%~ L I certify to the best of my knowledge. inform, wtetertigN to an elevation of impermeable to the passage of water and str - hYdrodpmic loads and effects of buoyancy it 'and upsilt forties associated with the bass flood. Ill flee evarR of flooding, will this degree of flood Will tb structure be occupied as a residence If the answer to both questions is Yes, the, certification must be completed instead. •Ftoodproofed with human intervention level ooeur, unless measures are taken doors and windows). 0111 <a-ft •use E. Brett Culnenner Registered Land Surveyor Culpepper & Terpening., Inc. P.O. Box 1449 Ft. Pierce, FL 34954 100FING CERTIFICATION in, and belief, that the strtuctur`e is designed so that the structure is feet NGVD (mean sea level), with walls substantially ural components having the capability of resisting hydrostatic and would be caused by the flood depths, pressures, velocities, impact- g be achieved with human intervention?• am oofing cannot be credited for rating -purposes and the elevation that water will enter the structure when floods up to the base flood to the food to prevent entry of water (e.g. bolting metal shields over rl AFFIX SEAL OR WRITE PROFTSSIONAL LICENSE NO. BELOW: 1 3/24/89 The Inoulanto Oponl OtlOttt79 tho lemnd cozy Oi the rtrn(i1oloA Inrm In the (liwxl uiavonnro (, ))hry nlq+hi nlam