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02-279-0020 DOOR SCHEDULE U SIZE TYPE FRENCH SIDELITES GLASS TYPE -.. _ A • • • U V V V u TYPE MATERIALIQUANT. - _ NOA # -._ ._ REMARKS ...... 1 ❑ 2❑ - .... -_ 3❑ 4] ' . - 5' -0 "x 6' -8" __ __ 6' -0 "x 6' -8" _ - _ 3' -0 "x 6' -8" 3' -0 "x 6' -8" ALUM /CUSS ._.- ALUM /GLASS STEEL MASONITE "I _ -_ 7 LAWSON # 11-0202.03 _.- _... ._ - FRENCH .. - OUTSWINGI HC 6 PNL _ . A _ _ .. _ LAWSON # 11-0202.03 .. _ __ - ..... _ 1 - _ __ JELD --WEN # 08- 0208.07 4, Infrastructure 5. Community Resources/ Transit 7 Existing infrastructure RaSiC Cornrnunity Resrnlrces I Transit xlensivr. Community Resources /Transit Outstanding Community Resources ( Transit LL 5,2, 5.3 LL 5.3 ..._ 5❑ 2' -8 "x 6' -8" HC 6 RNL 3.Innovative or Regional Design > w MASONITL 1 1 1 1 1 © 2' -8 "x 6' -8" 2' -8 "x 6' -8" HC 6 PNL HC 6 PNL - MASONITE MASONITL 0 7. Water Heating 0 0 5 I ® 3' -0 "x 6' -8" HC 6 PNL 1 52 5.3 MASONITE 1 ri.1 6.2 (3.3 0 00 _ 1 1 Efl I 2' -0 "x 6' -8" 2 -0 "x 6' -8" _ LOUVRED ? WOOD I '' _ _.-. .... _. LOUVRED _- LOUVRED BIFOLD LOUVRED 91FOLD POCKET . - .._ WOOD .. _ WOOD WOOD 1 1 _- - _____1­__...- _. -- _ „ 5' -0 "x 6 -8 6'-0 "x 6' -8' ...._ Y 0 ': 0 4 ❑ 2' -6 "x 6' -8° IMASONITE - _ - _.- EQ 1 EQ 7.3 " 3' -0 x ..6 -8" HC 6 PNL POCKET' MASONITE -I 0: ALL D ❑ ❑RS T❑ HAVE LEVER TYPE HANDLES, ALL GLASS TU 13L CA I LUUKY 11 Cf`il L I r �LnJJ, ZONING DISTRICT SINGLE FAMILY SITE TO BE FILLED T❑ C ❑UNTY FL ❑ ❑D ELEVATION N,G,V D. OR AN ELEVATI ❑N NO LESS THAN THE HIGHEST APPROVED CROWN ELEVATI ❑N OF THE ROAD ABUTING THE PRO- PERTY, AREA ADJACENT T❑ LAKE ❑R CANAL T❑ lE GRADED SO ^S TO PREVENT DIRECT OVERLAND DISCHARGE OF STORM WATER INTO LAKE OR CANAL. L ❑T WILL )7E GRADED S❑ AS T❑ PEVENT DIECT OVERLAND DISCHARGE ❑F STORM WATER ONTO ADJACENT PR ❑PERTY .APPLICANT WILL PROVIDE CERTIFICATION PRIOR TO FINAL. IN ADDITI ❑N TO THE REQUIREMEMTS OF THIS PERMIT , THERE LICABLE T❑ THIS PROPERTY ADDITIONAL RESTRICTIONS ❑NS APP MAY �E THAT MAY EE F ❑LAND IN THE PUBLIC RECORDS ❑F THIS C ❑UNTY, SECTION 553,79(10) FLORIDA STATUTES A SEPARATE PERMIT WILL BE REQUIRED F ❑R ALL DRIVEWAY APPR❑CHES ❑N T❑ THE PUBLIC RIGHT ❑F WAY, THE WEIGHT ❑F FENCES WALL AND HEDGES SHALL NDT EXCEED 2.5 FT AEG IN HEIGHT WITHIN 10 FT OF THE EDGE OF ANY DRIVEWAY LEADING TO A RIGHT OF WAY, IRRIGATION NOTES: SEE PLUMBING PLAN F ❑R L ❑CATION OF WATER H ❑SE OUTLETS, SUCH THAT N❑ PART OF PR ❑PERTY IS M ❑RE THAN 75FT FR ❑M WATER H ❑SE OUTLET, SAFEGUARDS. 1. THE GLAZING IN SLIDING AND SWINGING DOORS AND IN SHOWER TO TUB ENCLOSERES, INCLUDING ANY GLAZING WITHIN 60" OF THE FINISHED FLOOR SURFACE IN WALLS SURROUNDING ANY TUB OR SHOWER ENCLOSURE, SHALL BE SAFETY GLAZING 2. OPERABLE OR NON - OPERABLE GLAZED PANELS LOCATED ADJACENT TO A DOOR IN THE SAME PLANE SHALL BE OF SAFETY GLAZING. AND WHERE NEAREST EDGE OF THE GLAZING MATERIALS IS WITHIN 12" FROM THE DOOR IN THE CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 48" FROM THE FINISHED FLOOR BACKING FOR WALL -HUNG FIXTURES NOTES WHERE WALL -HUNG FIXTURES ARE PROVIDED, 2 "x4" BRACING BETWEEN STUDS,AT POINT OF ATTACHMENT OF FIXTURE, SHALL BE PROVIDED TO WITHSTAND 200LBS FORCE APPLIED IN ALL DIRECTIONS (OR SUPPORTS BE PROVIDED AS PER FIXTURE MANUFACTURER'S REQUIREMENT) BATHROOM /CLOSETS DOORS SAFETY NOTES 1. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CLOSET. 2. EVERY BATHROOM DOOR SHALL BE DESIGNED TO ALLOW OPENING FROM THE OUTSIDE DURING AN EMERGENCY WHEN LOCKED. EGRESS WINDOW SPECIFICATIONS AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 201N IN WIDTH, 241N IN HEIGHT AND 5.75 SO FT IN AREA THE BOTTOM OF THE OPENING SHALL BE NOTMORE THAN 441N A.F.F. EGRESS DOORS SAFETY NOTES: NO DOOR IN ANY MEANS OF ESCAPE SHALL BE LOCKED AGAINST EGRESS WHEN THE BUILDING IS OCCUPIED. ALL LOCKING DEVICES THAT IMPEDE OR PROHIBIT EGRESS OR THAT CANNOT BE EASILY DISENGAGED SHALL BE PROHIBITED. ALL WINDOWS TO BE PROTECTED WITH DADE COUNTY PRODUCT CONTROL APPROVED STORM SHUTTERS. SHOWER NOTE SHOWER /BATHTUB COMPARTMENT MUST HAVE FLOOR AND WALLS CONSTRUCTED OF SMOOTH, CORROSION RESISTANT AND NONABSORBENT WATER RESISTANT MATERIALS TO A HEIGHT OF NOT LESS THAN 70" (INCHES) ABOVE THE COMPARTMENT FLOOR AT THE DRAIN (TYP.) PER F.D,C, 2004 ACCESSABILITY NOTES ALL INTERIOR SWING DOORS TO BE MIN. 2' -8" WITH OFFSET HINGES AND HAVE LEVER TYPE HANDLES ALL THRESHOLDS TO BE MAX. 1/2" HIGH FRONT ENTRANCE RAMP TO BE 1:12 SLOPE MAX. ALL LIGHT SWITCHES TO BE 44" ABOVE FLOOR do RECEPTACLES TO BE 16" ABOVE FLOOR. APPLICABLE ITEMS OF CHAP.24 OF FBC. 2004 RE: DOORS AND OPERATIVE WINDOWS IN EXTERIOR WALL 1. THE DESIGN AND APPROVAL OF SLIDING DOORS, SWINGING DOORS AND OPERATIVE WINDOWS IN EXTERIOR WALLS, INCLUDING THE SUPPORTING MEMBERS SHALL BE BASED ON THE PROPOSED USE - HEIGHT ABOVE GRADE IN ACCORDANCE WITH CHAPTER 16 (HIGH VELOCITY HURRICANE ZONES.) AS PER FBC 2004 2411.3.1.1 2. MAXIMUM GLASS SIZES SHALL COMPLY WITH FIG. 2405.3 PER FBC 3. GLAZING IN SLIDING AND IN SWINGING DOORS SHALL BE SAFETY - GLAZING COMPLYING WITH 16CFR 1201, SAFETY STANDARD FOR ARCHITECTURAL GLAZING MATERIALS, CONSUMER PRODUCT SAFETY COMMISSION, AND AS DESCRIBED IN 2411.3.1.3.1 THRU 2411.3.1.3.5 FBC 2004 4. DOORS CONTAINING GLAZING MATERIAL NOT GREATER THAN 9 SQUARE FEET IN SURFACE AREA SHALL BE CLASSIFIED AS CATEGORY I GLAZING PRODUCTS. FBC 241 1.3.1.3.1 5. DOOR, BATH AND SHOWER ENCLOSURE AND SLIDING GLASS DOORS CONTAINING GLAZING MATERIAL GREATER THAN 9 SQ.FT. IN SURFACE AREA SHALL BE CLASSIFIED AS CATEGORY II GLAZING PRODUCTS. AS PER FBC 2004 2411.3.1.3.2 6. CATEGORY I GLAZING PRODUCTS SHALL BE CAPABLE OF WITHSTANDING A 150 LB -FT. (102 Nm) IMPACT TEST. FBC, 2004 2411.3.1.3.3 7• CATEGORY II GLAZING PRODUCTS SHALL BE CAPABLE OF WITHSTANDING A 400 FT -LB. (542Nm) IMPACT TEST. AS PER 2411.3.1.3.4 FBC 2004 8, DOORS SHALL BE DESIGNED TO BE READILY OPERATIVE WITHOUT CONTACT WITH THE GLASS, FBC 2004 2411.3.1.3.5 date last updated : last updated by : �, • • V U U • U • • • V • • • • U • • • U V V V u u V **a -6 W V • U W V V • • U V V V .* 0 U V .. • • • • V W V W W 4, Infrastructure 5. Community Resources/ Transit ' Existing infrastructure RaSiC Cornrnunity Resrnlrces I Transit xlensivr. Community Resources /Transit Outstanding Community Resources ( Transit LL 5,2, 5.3 LL 5.3 1 1 2 3 WINDOW SCHEDULE _ _ �.. AREA\ FRAM E �- - -_ -.... -._. - -- _ .' - . MARK TYPE GLASS TYW- FACTOR SHGC SIZE (SQ.FT.) SIZE MATERIAL QUANT. NOA i REMARKS _ -. - _ -' ....- __ _.'- _ - - -. A SLIDER TYPE A 0.84 0.42 74 "X38" 18 SF 2.75" ALUM. 1 1 1- 0616.06 LG/ SM IMPACT _ TINTED .._ - .... - .. 111. _ _ - O SLIDER TYPE A 0.84 0.42 53 "X38" 12 SF 2.75" ALUM. 4 1 1- 0616.06 LG/ SM IMPACT TINTED __ - ._ -- _- © SLIDER TYPE A 0.84 0.42 37 "X26" 6 SF 2.75" ALUM. 2 1 1 - 0616.06 LG/ SM IMPACT OBSCURE ..- --.. -_ -.... Q SLIDER TYPE A 0.84 0.42 53 "X50" 6 SF 2.75" ALUM. 3 1 1- 0616.06 LG/ SM IMPACT LOW E . - __ - .._. .. - -- - - - - - INSTALL BARYON KRAMER 0 PROJECTING'TYPE A p 84 0.42 53 "X19" 6.3 SF 2.75" ALUM. 1 11-0309.05 UNIVERSAtl.J01NT AND BEAD CHAIN LOW E_ __. - - _- SLIDER TYPE A 0.84 0.42 74 "X26" 12 SF 2.75" ALUM. 1 11-0616.06 LG/ SM IMPACT LOW E BARTON KRAMER CLERESTORY HARDWARE: #743 UNIVERSAL JOINT, SUPPORT BRACKET, #725 CHAIN WHEEL, do 12 FT BEAD CHAIN Max Project Points J Points Preliminary Final Ira ;t��ywsfeffras *,w r,,rc.zf. f, . xv,.,•.,-,fr 1, integrated Project Planning 1 t2 1.3 1.4 1 F e, Preliminary Rating Integrated Project Team Professional Cre.den6alecf with Respect to LFEf % for Homes Dusign Charre'i Building Orientation for Solar Design rrerpq 1 1 1 1 s' ) Y s : ,. 2 0 No Invasive Plants Gtasic Landscape Dosilln Limit Conventionil Turf Drought Tolerant Plants Reduce Overall Irrigation Demand by et Least 20% 2 0 , 3. Preferred Locations 1 Edge Devesopn'ient Will Previously Developed LL 3.2 0 2, Durability Management Process 21 2.2 2.3 Durability Planning Durability Management Third -Party Durability Management Verification ar'r n Fero 3 0 0 4, Infrastructure 5. Community Resources/ Transit ' Existing infrastructure RaSiC Cornrnunity Resrnlrces I Transit xlensivr. Community Resources /Transit Outstanding Community Resources ( Transit LL 5,2, 5.3 LL 5.3 1 1 2 3 v 0 3.Innovative or Regional Design > w 3.1 3.2 3.3 $ 4 krinovation 1 innovation #2 lnnavatien 83 Innovation 44 1 1 1 1 Accs io 011ie ' 0 - _ 1 0 7. Water Heating 0 0 5 est Centro Aliernafives 0 I Sub Tota! for 0 77 atrgory: , I - =r .".1 ".. ,.�R,. 1 LEER NO 1 LE - 8 fi r Nr ighbertieod Div Ilopnrent LL2 -6 10 ) 0 2. Site Selection ,. 2 Site 53010 0rl No Invasive Plants Gtasic Landscape Dosilln Limit Conventionil Turf Drought Tolerant Plants Reduce Overall Irrigation Demand by et Least 20% 2 ' 0 3. Preferred Locations 3 i 3z a3 Edge Devesopn'ient Will Previously Developed LL 3.2 1 ` 1 0 0 0 0 0 0 4, Infrastructure 5. Community Resources/ Transit 4 5,1 5.z 5 -3 Existing infrastructure RaSiC Cornrnunity Resrnlrces I Transit xlensivr. Community Resources /Transit Outstanding Community Resources ( Transit LL 5,2, 5.3 LL 5.3 1 1 2 3 v 0 0 `' ' 0 0 `. S. Access to Open Sp. a Accs io 011ie ' 1 - _ 1 1 z5u• ruter for r. "[egory. 1v 1 1.; . . Site Stewardship t 2 Efe5len Cgntr015 During Gansirnctinn Minimize Disturbed Area of Site WE 1.3 WE 1.3 "rO •n 1 ) > - . 2. Landscaping , 7i • r 2 y 2_3 2.4 Y. 2.5 No Invasive Plants Gtasic Landscape Dosilln Limit Conventionil Turf Drought Tolerant Plants Reduce Overall Irrigation Demand by et Least 20% SS 2.5 SS 2,5 SS 2.5 'r eq ? 3 7 h T t 2..-, 2:r High Efricnncy Irrgatign System Tnird Party Inspect on Reduce Ov3ro11 Irrigation Demand by at Least 45%r WE 2.3 WE 2.3 , 0 _ 1. 1 0 ? 0 3. Indoor Water Use 0 3. Local Heat islan4l Effoctc .. 3 Reduce Local Heat Island Effects • ' I 4 c ? ,> 0 4, Surface Water Management 4.1 4.2 , 4.3 Perrneable I -ot Permanent Erosion Controls Management of Run -off from Roof 0 4 1 2 ' Waskc Outdoor Air Ventilation Enhanced Outdoor Air Ventilation Third -Party Performance Testing - ?,V q 2 0 7. Water Heating 0 5. Nontoxic est ontre 5 est Centro Aliernafives 0 2 n 1 52 5.3 0 6. Compact evelepment ri.1 6.2 (3.3 Modvlrate Uensity High Density Very High Density SS i.2, 6.3 SS g.3 2 3 4 ? 0 0 '' 0 _ 0 " 1 z>(J4)_I 0I3! Ior JJ l.azVg0q, � _ 1 1. Water Reuse 1 1. 3 Rainwater Harve tiny Systr:m Graywater Reuse Systern tl nor Munich al tic.cycic:d Water System WE 1.3 WE 1.3 4 1 3 ', > 0 z 0 Efficient taut Water Distribution Pipe Insulation 0 2, Irrigatlen System T t 2..-, 2:r High Efricnncy Irrgatign System Tnird Party Inspect on Reduce Ov3ro11 Irrigation Demand by at Least 45%r WE 2.3 WE 2.3 3 1 4 11.1 it2 _ 1. 1 D ? 0 3. Indoor Water Use 3.; 32 High- Efciency Fixtures and n' nys Very Hirh Efficient Fixtures and Fittings 0 3 I 6 • ' ' 4 c ? ,> 0 1 , VU t r.4u: Y. .,. .. - 1 1. optimize Energy Performance s.z I. Performance of CNCRt�Y STAR far Hanes Exceptional Energy P.xtarrTlance k'r4rw+ 34 . . . r'r<' i 1 1 3 4 . 1. ENERGY STAR with IAP 161 7. Water Heating .,, 7.1 7.2 Efficient taut Water Distribution Pipe Insulation 2 1 1 0 I' 0 0 ' 11, Residential Refrigerant Management 11.1 it2 Refrigerant Charge Test A11ir„riate HVAC Aefrigerants Fre> 1 x ' y 4.3 0_' �urj t ar. 1 ,v, cn -I'v", y- °1 1 -- - ;= ,W.Wiertirrfi.i<uV a c-wu ravTI!, ;: -, :1. 1. Material Efficient Framing - i 1 i.e 1.4 1.5 :, -: -::. - - - :..;.. .:....: .:::. -,.- - ..- Framing Order WaSta Factor Limit Detailed Foaming Documents Detailed Cut Lest and Lumber Orde> Framing Efficiencies Off -site Fabric2tion ......: ... ..... .. MR 1.5 MR 1.5 MR 1.5 . . . r'r<' i 1 1 3 4 . 1. ENERGY STAR with IAP Hemeowner or Tenant ,L� i.T Enhanced Training 1 4 0 L! ' 1 0 0 0 2. Environmentally Preferable : w Proructs � ;. .s 2.2 FSC Certified Tropical Wood Environmentally Preferable. Products EQ 1 EQ 1 * Pre i 6 y 4.3 EY.r,eptionai Windr,ws 5. Heating and Ceeling 0 3. Waste Manalement .s.i s 2 Consirucuen Waste Management Plinninq Construction Waste Reduction Maisture Load Control Prar�q - 1 Minimal Distribution Losses 6, Space Heating and Cooling 0 0 �.�y tidi►�I r. fiv ifEtixl ri rit7s1 !.5,�• #iE .zltlo_f Jl ll 1(:r 1 1 Cs, y Y y - R C3 :: �tY# £if tliF ;0 T �?::i�r 4nib t Y,t1 kYYR£J� C�.: - i`E:,, ffi e h %Nt 1a>R .. Yiti! 1. ENERGY STAR with IAP Hemeowner or Tenant ,L� i.T Enhanced Training 1 ENCRGY STAR with indoor Alf Fa kalif 0 1 3 1 2. Education of Building . 2 Education of Guilrling manager 0, 2, Combustion Venting 0 :. 2.1 2_2 Basic Combustion Venting Measures Enhanced Combustion Venting Measures EQ 1 EQ 1 Pre '1 2 y 4.3 EY.r,eptionai Windr,ws 5. Heating and Ceeling 0 3. Moisture Control Distrlbutien System 3 Maisture Load Control E01 1 Minimal Distribution Losses 6, Space Heating and Cooling 0 4. outdoor Air Ventilation N 1•,. 4.'i 4.2 42 Waskc Outdoor Air Ventilation Enhanced Outdoor Air Ventilation Third -Party Performance Testing EQ 1 EQ 1 ?,V q 2 Very High Effi -iency HVAC 7. Water Heating ti 1.1 1? fl 7.2 0 5. Local Exhaust n 1 52 5.3 idasic Local Extlarist Enhanced Local Exhaust Third-Party Perfonllance Testing EQ 1 i',.,1Fy 1 1 � z 02 Improved Lighting 0 ?' fl: 6. Distribution of $pace Heating and Cooling _ h.1 62 r;;3 Roam -by -Roos 1 Load Calwlations Return Air Flow J Rcem by Room Controls Third-Party Performance Test / Multiple Zones EQ 1 EQ 1 EQ 1 t ram i 1 2 > Renewable Enemy SS'Stem 11. Residential Refrigerant Y 0 ': 0 T. Air Filtering 7.1 z 7.3 Good Filters fetter Filter's Best Filters EQ 1 EQ 7.3 P(r, y 1 2 c 0: 0' 2. Contaminant Control N. 1�1.; 1.i B.2 e,. logor r Contaminant Central during Construction indoor Contaminant Control Preoccupancy Flush EQ 1 EQ 1 2 1 0 ; 0 -1 0 !. Radar Protection N 1, s:1 92 Radc',n- Resistant Gonstruncnn in High -Risk Areas Radon• Resistant Construction in Moderrrle -Risk Areas !wQ 1 EQ 1 .r re 1 \.) 0 10, Garage Pollutant Protection 1.1,1 No HVAC in Garage I 2 Minimize Pollutants from Garage on Exhaust Fen In Garage ir1.4 detached Garage or No Gara a EQ 1 EQ 1, 10.4 EQ 1, 10,4 EQ 1 r'r red 2 1 3 ...�,"':,::'. 0 0 `1111_ D Sub-Total for EQ r itego y 21 t 0 ' "' ifti`r4irt °:"O.�4iri#�ckn _Ri:;. urrii i:- -:: -- :: ....�.- . -3:.wc ..YI"' iS�yNO.:x I :.. 3,;- LL i4..i4 �L 4teift riu tic►ct : ;: 3M 1. Education of the r:, s Masic Operstions Training "`c `i 2.2 Enhanced Insulation 0 Hemeowner or Tenant ,L� i.T Enhanced Training 1 ,l 0 1.3 Public Awareness 1 2. Education of Building . 2 Education of Guilrling manager 1 4. Windows 0 :. Manager 4.2 Enhanced Windows Z. Insulation 2.1 basic InSU=10n 2.2 Enhanced Insulation 3, Air infiltration 3 s Reduced Ervoiopc Leakage 3 2 GreaBy Reduced Envelope Leakage -- E s a Minimal Envelope Leakage 4. Windows _T1 Good Windows 4.2 Enhanced Windows d . 4.3 EY.r,eptionai Windr,ws 5. Heating and Ceeling s Reduced Distribution Losses Distrlbutien System 6. 2 Greatly Reduced Distribution Losses 5.3 Minimal Distribution Losses 6, Space Heating and Cooling -�,, C t Gnod HVAC Design and Installation Equipment s.2 H,qh Efri iency HVAC fl G.3 Very High Effi -iency HVAC 7. Water Heating ti 1.1 Efficient Hot Water Distribution 7.2 Pipe ktsulaflon 7'3 Efficient Domestic Hot Water Equipn 2. Lighting 4 -i ENERGY STAR U,jiAs � z 02 Improved Lighting 63 Advanced Lighting, Package a. Appliances s.' High- Ellieieflcy Appliances q.2 Water- EFciont Clothes Welsher 10, Renewable Energy � 10 Renewable Enemy SS'Stem 11. Residential Refrigerant 11.1 Refngel<ent Charge test 0"u-, agar !v, .vg, vurc,!,: y. - - 2 - -- E E? P? 6' d . .0 '1 EA 3.2 3 3 u u 0 0 P, •eq z f fl EA 4,2 3 3 0 0 Pear z � � z ICF (LOCK W/ LOCATIONS "X4" ❑F PLASTIC TIES MARKED 7 _ �. /7_�T. r , "X2" F. T. 1 �14 7- � 4 � t-,7_�, X6 WOOD BACKING � T T ❑P WALL CABINET SCREW DRYWALL DIRECTLY T❑ ICF MIRR ❑R / PLASTIC TIES W/ 2' INTER. PARTITI ❑N WITH DRYWALL SCREWS E 3 5/8" METAL STUDS AT 12' ❑.C. EA, WAY 16' 0. C. 20GA L- - -- 3/16' X 2 1/4' 1 FIRE STOP TAPCONS 2 36" O.C. MID SPAN @ 8'-0' MAX. -__ �__. -r- INTER, PARTITI ❑N WITH - 3 5/8' METAL STUDS AT 2X4 WOOD BACKING AT j❑TT❑M ❑F WALL CABINET AND AT WALL HUNG PLUMBING SCALE 1' =1' -0' FIXTURES 2 "X4' P,T, W,D, BOTTOM [ I .- PLATE W/ lOd CUT M CABINET NAILS L� 16 O.C. ' SINK K HOLD GWB 1/2 ABOVE FINISH FLOOR ' Stir, A TYPICAL _n.. -.�. - .x.A -... �- I L. SCALE 1 " =1'-0' F.B.C. 2318,1 15,1 A MINIMUM 2 'X4' HORIZONTAL WOOD MEMBER SECURELY FASTENED T❑ NOT LESS THAN 2 SUCH STUDS SHALL BE INSTALLED F❑R TWE ATTACHMENT ❑F EACH WALL HUNG PLUMBING FIXTURE, WALL CAIENET AND TO ALLOW FUTURE INSTALLATI ❑N ❑F GRAB TARS L� +35" AFF BEHIND TOILET AND C� TUB SIDES PER FBC CH 11 TERMITE NOTE: A weather- resistant job -site posting board shall be Y provided to receive duplicat., treatment certificates as each required protective treatment is completed. The treatment certificate shall provide the product used, identity of the applicator, time and date of the treatment, site location, area treated, chemical used, percent concentration and cumber of gallons used. If the soil chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final building approval. A permanent sign which identifies the termite treatment provider and need for reinspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel. ABBREVIATIONS ABBREV, DESCRIPTION ADDL ADDITIONAL A.F.F ABOVE FINISH FLOOR A.F.F ABOVE FINISH GRADE A P ACCESS PANEL Approx. APPROXIMATE BLDG BUILDING CIg CEILING CMU CONCRETE MASONRY UNIT CO CLEANOUT CONT. CONTINUOUS CORR CORRIDOR C.T CERAMIC TILE CT(L COLD WATER LINE Dwg DRAWING DR. DOOR EXT EXTERIOR Extg EXISTING EXH EXHAUST EL ELEVATION FIN. FL. FINISH FLOOR G.0 GENERAL CONTRACTOR G.W.IR GYPSUM WALL BOARD HCPD HANDICAPPED HVAC HEATING /VENTILATION H.W.L HOT WATER LINE INSUL INSULATION JT JUNCTION BOX LAN LAVATORY O.C. ON CENTER OH OVERHEAD PLY'WD. PLYWOOD Ref REFRIGERATOR einf. REINFORCED STD. STANDARD TYT. TYPICAL Ti'/ WITH W /I' WATERPROOF N/0 WITHOUT NOTES: 1. TRUSSES SHOP DWG. TO BE APPROVED IN THE CITY. 2. WINDOWS do EXTERIOR DOORS REQUIRE PRODUCT APPROVAL AND SEPARATE PERMITS EMERGENCY ESCAPE AND RECUE OPENINGS EVERY SLEEPING ROOM LOCATED ON THE FIRST, SECOND AND THIRD STORE OR WITHIN BASEMENTS OF GROUP R OCCUPANCIES. SHALL HAVE AT LEAST EXCEPTIONS: 1. BUILDING EQUIPPED WITH AN APPROVED AUTOMATIC SPRINKLER SYSTEM. 2. SLEEPING ROOMS PROVIDED WITH A DOOR TO A CORRIDOR HAVING ACCESS TO TWO REMOTE EXITS IN OPPOSITE DIRECTIONS. 3. THE EMERGENCY ESCAPE AND RESCUE OPENING MAY OPEN ONTO A BALCONY PROVIDES ACCESS TO AN EXIT AND THE DWELLING UNIT OR SLEEPING ROOM HAS A MEANS OF EGRESS WHICH IS NOT OPEN TO THE ATRIUM. THE EMERGENCY ESCAPE AND RECUE OPENING SHALL HAVE A SILL HEIGHT. OF NOT MORE THAN 44 INCHES (1118mm) ABOVE THE FLOOR. PER F.B.C. 2007 1Q' 12' 21 -1" 1. 2'--6" . • ♦ W • Y • • • V V } V W • V V • V u • • 000 • • • r W••• V K " • • K EGRESS DOORS SAFETY NOTES:••y` • •�••• • EGRESS DOORS USED AS AN EXIT DOOR SHALL PROVIDE A CLEAR OPENING OF NOT LESS THAN THE WIDTHS SHOWN IN TABLE 1004. THE MAXIMUM LEAF WIDTH OF THE DOOR SHALL NOT EXCEED 48 INCHES (1219 mm). EGRESS DOORS USED IN THE EXIT ACCESS SHALL PROVIDE A CLEAR OPENING OF NOT LESS THAN 32 INCHES (813mm) WIDE. EXCEPTIONS: 1. RESIDENT SLEEPING ROOM DOORS WITHIN GROUP I RESTRAINED OCCUPANCIES. 2. STORAGE CLOSETS LESS THAN 10 SQ. FT. (0.93 m"'2) IN AREA. 3. REVOLVING DOOR. 4. INTERIOR EGRESS DOOR WITHIN A DWELLING UNIT WHICH IS NOT REQUIRED TO BE ACCESSIBLE. 5. AGRICULTURAL BUILDING, EGRESS DOORS SHALL BE SIDE SWINGING TYPE. DOORS SHALL SWING IN THE DIRECTION OF EGRESS FOR THE FOLLOWING: 1. WHEN SERVING AN OCCUPANT LOAD OF 50 OR MORE, OR 341 1_ " g1 10� 9 2 __.. -�I. _/- 5/._ L_ ---I -- { - - -_- - -- --- - -- _1 � ___�___1r__ � V I I � 1�p momm "\�� 1 �o :::::::: : I ���d�� \ � Io - - - �' ," I � I I / 1 F_ __I v / SLT� / / i I -D I \ __ I 0 MA5T�� o W�I�C, C W r,OOM 2 C ATH I r - 1 11 4 3 / N ' ' ❑ 17 -7 I �, - __ ® W INSTALL FAMCO O.A. v. / / I k 11 w INTAKE DAMPER /VENT IN ICF BEFORE CONC. do STL / I I INSTALLATION @ +7.5' ` I - - - / - 0 $ � SOFFIT LU II I NL.- A ...... - - _ _ _ -- - UT�� QTY i MA5TCr Of Of OO CILI INSTALL 6" PVC SLEEVE _- ll - �, ��PFOOM I W I THRU ICF WALL BEFORE�AT x36 I I i I -1 0 CONCRETE do STL ATTI 7❑ ' � INSTALLATION FOR 4 I- AV1_ SS I I I I DRYER DUCT AND BDD 1 � k , I , I 11 br. _fl , F X re - _ :'' I I 11 III 10'_4' 14 m ,, 4 -. ._.-- - - -. -- - �ATH 2 � I �, ;' I :I _ - __ In I -- @ } 0 ` �; / / #181 -:::: /r In I DINING 0 F , ' '' Al f'`i 1- 11 ":1' "`;: =' Ifs 81 _ 8 N , . r.:.: ,` `'r `� _ 6 -\ �._ / .�' 1570 SF UNDER AIR m - RI!F. 1 -2" 4' -10" 31 -2" 1 % �SLT� \ �.._ I -- -- I 4 --' - , 11-4# PTY ' ,T,. DW � I G F�AI I 1 FOOM B1i2" N I/" a I W / ], ` O d- 0J (U � w ' - -.- - - \ I I W � - ` / I � \ I i I I - / �I -p )f: 01.1f t9 t`;I �.f, 1, ..1 00 �_�I 11 I�� / 1IGT13P ?a C:;40Ji Ull III / , / % O �. `1 `-i i 4. , t,:.. '1,..i... N11�Y •r 3 r i t 1 _. i , p _ .. '� I (7 i ...I E,,,, i.,., E i'z� ,G, i / / \ \ \ N FFONT �O�CN I.,.: I i :1 L- / \ I'll loos. .. , , Lr) ..i _ p .. ,.,� i ...� €� loos ,,,� `... i •,` >, t / \ .. ... . ,` i_._, 1 r„ , ,,, \ r - , �, / i., :.. , i ..., ; .... - 11 1 17...8 .. L j ..I / \ 11 LL; i 8 . _. -�' . \ I ,mot " / 5�`� 17' -9" ._, ,... ... .. 11 I / \ -Yip _ i ,. -� 0 i 1 `_ \ / A - -I ,. 6 \ i/ D i _��' '" i L i L - - - - �/\ . 6, 7" 18' -2" 15' -10" FLOOR PLAN ----.. SCALE: 1/4 = 1' -0" 34' LEGLND 0 00 I �t O NEW 9.25" ICF EXTERIOR WALL W/ 5.5" MONOLITHIC REINFORCED CONCRETE FILL. J" GWB INTERIOR DIRECT TO SURFACE OF ICF. STUCCO EXTERIOR: SYNTHETIC STUCCO W/ EMBEDDED FIBERGLASS MESH /" SCRATCH COAT STUCCO / J" SMOOTH FINISH COAT BO NEW 3 --5/8" 22 GA STL STUD W/ RECYCLED CONTENT @ MAX. 24" 0/C W/ 1/2" GYPSUM BOARD EACH SIDE W/ TYPE "S" DRYWALL SCREW 8" O.C. @ PERIM. 12" @ FIELD - 7 FT HIGH CO IZZ�Zl NEW 3 -5/8" 22 GA STL STUD W/ RECYCLED CONTENT @ MAX. 24" 0/C W/ 1/2" GYPSUM BOARD EACH SIDE W/ TYPE "S" DRYWALL SCREW 8" O.C. @ PERIM. 12" @ FIELD 1.1 e. V V V v • J V W V V z 0 V W /A)I, ..'• V WG i Y J4U V Q.0 V V ' u • ,,/2O V V Vv u Z 0 0 LL I Z 0 I W Z LU W U) ♦cc '= 0 I V 4 = I .J aM°°° z o 111tr cc Z r W. 0 O M � p °a J 4 r LL C LL W O in � � --= o N r%.. 1111111111111111111 w � Q 4C 0) Q C0 2 I Q z•• %) F•- i O U Z C) 0 ZD a_ of ¢ � OLL. I I< I ^ iii I < L0 / ^1+ Po l . =) CID Z h P_7 I .� Q o Z PO 0 0 h7 W _J Z Pn V 3U_ w o W n . En flo = W f M W Pry') U to o .< Cl) M M J PO OLI } 1 t g iy �� t. S 't` c g 'k'o,, t. � r i 1 a w'�•' ' 'I0i0a JIs,41k r- mi. 11111111111111111 = 1111111111!l1`1111111111 01111111illill. -IN IIwM1gIB ilabonli somiR R Will AP! UNFU U MPB 7BfB1 W 716 I11iI19UM. 716 I F B� w111= VISTi� 716 JOB No.: 12.06501.SFR REVISIONS: i DATE. 3/5/2012 CHECKED BY: DRAWN BY: SRL PLOT- 100% i SHEET INDEX: FL ❑ ❑R PLAN N ❑TES SHEET No.: A -1 I V of t , I „. _...._.- - ___ _. ._ 11.11 t NOTES: 1. TRUSSES SHOP DWG. TO BE APPROVED IN THE CITY. 2. WINDOWS do EXTERIOR DOORS REQUIRE PRODUCT APPROVAL AND SEPARATE PERMITS EMERGENCY ESCAPE AND RECUE OPENINGS EVERY SLEEPING ROOM LOCATED ON THE FIRST, SECOND AND THIRD STORE OR WITHIN BASEMENTS OF GROUP R OCCUPANCIES. SHALL HAVE AT LEAST EXCEPTIONS: 1. BUILDING EQUIPPED WITH AN APPROVED AUTOMATIC SPRINKLER SYSTEM. 2. SLEEPING ROOMS PROVIDED WITH A DOOR TO A CORRIDOR HAVING ACCESS TO TWO REMOTE EXITS IN OPPOSITE DIRECTIONS. 3. THE EMERGENCY ESCAPE AND RESCUE OPENING MAY OPEN ONTO A BALCONY PROVIDES ACCESS TO AN EXIT AND THE DWELLING UNIT OR SLEEPING ROOM HAS A MEANS OF EGRESS WHICH IS NOT OPEN TO THE ATRIUM. THE EMERGENCY ESCAPE AND RECUE OPENING SHALL HAVE A SILL HEIGHT. OF NOT MORE THAN 44 INCHES (1118mm) ABOVE THE FLOOR. PER F.B.C. 2007 1Q' 12' 21 -1" 1. 2'--6" . • ♦ W • Y • • • V V } V W • V V • V u • • 000 • • • r W••• V K " • • K EGRESS DOORS SAFETY NOTES:••y` • •�••• • EGRESS DOORS USED AS AN EXIT DOOR SHALL PROVIDE A CLEAR OPENING OF NOT LESS THAN THE WIDTHS SHOWN IN TABLE 1004. THE MAXIMUM LEAF WIDTH OF THE DOOR SHALL NOT EXCEED 48 INCHES (1219 mm). EGRESS DOORS USED IN THE EXIT ACCESS SHALL PROVIDE A CLEAR OPENING OF NOT LESS THAN 32 INCHES (813mm) WIDE. EXCEPTIONS: 1. RESIDENT SLEEPING ROOM DOORS WITHIN GROUP I RESTRAINED OCCUPANCIES. 2. STORAGE CLOSETS LESS THAN 10 SQ. FT. (0.93 m"'2) IN AREA. 3. REVOLVING DOOR. 4. INTERIOR EGRESS DOOR WITHIN A DWELLING UNIT WHICH IS NOT REQUIRED TO BE ACCESSIBLE. 5. AGRICULTURAL BUILDING, EGRESS DOORS SHALL BE SIDE SWINGING TYPE. DOORS SHALL SWING IN THE DIRECTION OF EGRESS FOR THE FOLLOWING: 1. WHEN SERVING AN OCCUPANT LOAD OF 50 OR MORE, OR 341 1_ " g1 10� 9 2 __.. -�I. _/- 5/._ L_ ---I -- { - - -_- - -- --- - -- _1 � ___�___1r__ � V I I � 1�p momm "\�� 1 �o :::::::: : I ���d�� \ � Io - - - �' ," I � I I / 1 F_ __I v / SLT� / / i I -D I \ __ I 0 MA5T�� o W�I�C, C W r,OOM 2 C ATH I r - 1 11 4 3 / N ' ' ❑ 17 -7 I �, - __ ® W INSTALL FAMCO O.A. v. / / I k 11 w INTAKE DAMPER /VENT IN ICF BEFORE CONC. do STL / I I INSTALLATION @ +7.5' ` I - - - / - 0 $ � SOFFIT LU II I NL.- A ...... - - _ _ _ -- - UT�� QTY i MA5TCr Of Of OO CILI INSTALL 6" PVC SLEEVE _- ll - �, ��PFOOM I W I THRU ICF WALL BEFORE�AT x36 I I i I -1 0 CONCRETE do STL ATTI 7❑ ' � INSTALLATION FOR 4 I- AV1_ SS I I I I DRYER DUCT AND BDD 1 � k , I , I 11 br. _fl , F X re - _ :'' I I 11 III 10'_4' 14 m ,, 4 -. ._.-- - - -. -- - �ATH 2 � I �, ;' I :I _ - __ In I -- @ } 0 ` �; / / #181 -:::: /r In I DINING 0 F , ' '' Al f'`i 1- 11 ":1' "`;: =' Ifs 81 _ 8 N , . r.:.: ,` `'r `� _ 6 -\ �._ / .�' 1570 SF UNDER AIR m - RI!F. 1 -2" 4' -10" 31 -2" 1 % �SLT� \ �.._ I -- -- I 4 --' - , 11-4# PTY ' ,T,. DW � I G F�AI I 1 FOOM B1i2" N I/" a I W / ], ` O d- 0J (U � w ' - -.- - - \ I I W � - ` / I � \ I i I I - / �I -p )f: 01.1f t9 t`;I �.f, 1, ..1 00 �_�I 11 I�� / 1IGT13P ?a C:;40Ji Ull III / , / % O �. `1 `-i i 4. , t,:.. '1,..i... N11�Y •r 3 r i t 1 _. i , p _ .. '� I (7 i ...I E,,,, i.,., E i'z� ,G, i / / \ \ \ N FFONT �O�CN I.,.: I i :1 L- / \ I'll loos. .. , , Lr) ..i _ p .. ,.,� i ...� €� loos ,,,� `... i •,` >, t / \ .. ... . ,` i_._, 1 r„ , ,,, \ r - , �, / i., :.. , i ..., ; .... - 11 1 17...8 .. L j ..I / \ 11 LL; i 8 . _. -�' . \ I ,mot " / 5�`� 17' -9" ._, ,... ... .. 11 I / \ -Yip _ i ,. -� 0 i 1 `_ \ / A - -I ,. 6 \ i/ D i _��' '" i L i L - - - - �/\ . 6, 7" 18' -2" 15' -10" FLOOR PLAN ----.. SCALE: 1/4 = 1' -0" 34' LEGLND 0 00 I �t O NEW 9.25" ICF EXTERIOR WALL W/ 5.5" MONOLITHIC REINFORCED CONCRETE FILL. J" GWB INTERIOR DIRECT TO SURFACE OF ICF. STUCCO EXTERIOR: SYNTHETIC STUCCO W/ EMBEDDED FIBERGLASS MESH /" SCRATCH COAT STUCCO / J" SMOOTH FINISH COAT BO NEW 3 --5/8" 22 GA STL STUD W/ RECYCLED CONTENT @ MAX. 24" 0/C W/ 1/2" GYPSUM BOARD EACH SIDE W/ TYPE "S" DRYWALL SCREW 8" O.C. @ PERIM. 12" @ FIELD - 7 FT HIGH CO IZZ�Zl NEW 3 -5/8" 22 GA STL STUD W/ RECYCLED CONTENT @ MAX. 24" 0/C W/ 1/2" GYPSUM BOARD EACH SIDE W/ TYPE "S" DRYWALL SCREW 8" O.C. @ PERIM. 12" @ FIELD 1.1 e. V V V v • J V W V V z 0 V W /A)I, ..'• V WG i Y J4U V Q.0 V V ' u • ,,/2O V V Vv u Z 0 0 LL I Z 0 I W Z LU W U) ♦cc '= 0 I V 4 = I .J aM°°° z o 111tr cc Z r W. 0 O M � p °a J 4 r LL C LL W O in � � --= o N r%.. 1111111111111111111 w � Q 4C 0) Q C0 2 I Q z•• %) F•- i O U Z C) 0 ZD a_ of ¢ � OLL. I I< I ^ iii I < L0 / ^1+ Po l . =) CID Z h P_7 I .� Q o Z PO 0 0 h7 W _J Z Pn V 3U_ w o W n . En flo = W f M W Pry') U to o .< Cl) M M J PO OLI } 1 t g iy �� t. S 't` c g 'k'o,, t. � r i 1 a w'�•' ' 'I0i0a JIs,41k r- mi. 11111111111111111 = 1111111111!l1`1111111111 01111111illill. -IN IIwM1gIB ilabonli somiR R Will AP! UNFU U MPB 7BfB1 W 716 I11iI19UM. 716 I F B� w111= VISTi� 716 JOB No.: 12.06501.SFR REVISIONS: i DATE. 3/5/2012 CHECKED BY: DRAWN BY: SRL PLOT- 100% i SHEET INDEX: FL ❑ ❑R PLAN N ❑TES SHEET No.: A -1 I V of t , I „. _...._.- - ___ _. ._ 11.11 t 1.1 e. V V V v • J V W V V z 0 V W /A)I, ..'• V WG i Y J4U V Q.0 V V ' u • ,,/2O V V Vv u Z 0 0 LL I Z 0 I W Z LU W U) ♦cc '= 0 I V 4 = I .J aM°°° z o 111tr cc Z r W. 0 O M � p °a J 4 r LL C LL W O in � � --= o N r%.. 1111111111111111111 w � Q 4C 0) Q C0 2 I Q z•• %) F•- i O U Z C) 0 ZD a_ of ¢ � OLL. I I< I ^ iii I < L0 / ^1+ Po l . =) CID Z h P_7 I .� Q o Z PO 0 0 h7 W _J Z Pn V 3U_ w o W n . En flo = W f M W Pry') U to o .< Cl) M M J PO OLI } 1 t g iy �� t. S 't` c g 'k'o,, t. � r i 1 a w'�•' ' 'I0i0a JIs,41k r- mi. 11111111111111111 = 1111111111!l1`1111111111 01111111illill. -IN IIwM1gIB ilabonli somiR R Will AP! UNFU U MPB 7BfB1 W 716 I11iI19UM. 716 I F B� w111= VISTi� 716 JOB No.: 12.06501.SFR REVISIONS: i DATE. 3/5/2012 CHECKED BY: DRAWN BY: SRL PLOT- 100% i SHEET INDEX: FL ❑ ❑R PLAN N ❑TES SHEET No.: A -1 I V of t , I „. _...._.- - ___ _. ._ 11.11 t I< I ^ iii I < L0 / ^1+ Po l . =) CID Z h P_7 I .� Q o Z PO 0 0 h7 W _J Z Pn V 3U_ w o W n . En flo = W f M W Pry') U to o .< Cl) M M J PO OLI } 1 t g iy �� t. S 't` c g 'k'o,, t. � r i 1 a w'�•' ' 'I0i0a JIs,41k r- mi. 11111111111111111 = 1111111111!l1`1111111111 01111111illill. -IN IIwM1gIB ilabonli somiR R Will AP! UNFU U MPB 7BfB1 W 716 I11iI19UM. 716 I F B� w111= VISTi� 716 JOB No.: 12.06501.SFR REVISIONS: i DATE. 3/5/2012 CHECKED BY: DRAWN BY: SRL PLOT- 100% i SHEET INDEX: FL ❑ ❑R PLAN N ❑TES SHEET No.: A -1 I V of t , I „. _...._.- - ___ _. ._ 11.11 t OLI } 1 t g iy �� t. S 't` c g 'k'o,, t. � r i 1 a w'�•' ' 'I0i0a JIs,41k r- mi. 11111111111111111 = 1111111111!l1`1111111111 01111111illill. -IN IIwM1gIB ilabonli somiR R Will AP! UNFU U MPB 7BfB1 W 716 I11iI19UM. 716 I F B� w111= VISTi� 716 JOB No.: 12.06501.SFR REVISIONS: i DATE. 3/5/2012 CHECKED BY: DRAWN BY: SRL PLOT- 100% i SHEET INDEX: FL ❑ ❑R PLAN N ❑TES SHEET No.: A -1 I V of t , I „. _...._.- - ___ _. ._ 11.11 t r- mi. 11111111111111111 = 1111111111!l1`1111111111 01111111illill. -IN IIwM1gIB ilabonli somiR R Will AP! UNFU U MPB 7BfB1 W 716 I11iI19UM. 716 I F B� w111= VISTi� 716 JOB No.: 12.06501.SFR REVISIONS: i DATE. 3/5/2012 CHECKED BY: DRAWN BY: SRL PLOT- 100% i SHEET INDEX: FL ❑ ❑R PLAN N ❑TES SHEET No.: A -1 I V of t , I „. _...._.- - ___ _. ._ 11.11 t