ZHICONG FANG edu CA t ION
fzhicong@gmail.com
l ANG u AG e
cantonese - native
mandarin - native
english - fluent
pr OFICI e NC y
revit
rhinoceros
autocad
sketch up
adoBe photoshop
adoBe indesign
adoBe illustrator
lumion
word
power point
eXcel
+13127148966 chicago & aurora
may 2019
may 2024
Bachelor of science in architecture
University of illinois at chicago
master of architecture & landscape
architecute
illinois institUte of technology
exper I e NC e
apr. 2021 - present
Junior architect
rem design - chicago il
• Manage 2 - 3 projects at once varying in size
• Attend and participate in client meetings
• Oversee and complete the design development, schematic design, drafting construction documents and assist with renderings in Revit and Lumion
• Coordinate MEP consultants
• Code research and resolve city corrections
• Assisting architectural intern
Jan. 2022 - Jan. 2022
apprenticeship
skidmore, owing & merrill - chicago il
aug. 2019 - apr. 2021
interior design associate
moderne living - chicago il
• Manage 2 - 3 projects at once
• Attend and participate in client meetings
• Oversee and complete the design development, schematic design and assist with renderings in SketchUp and Lumion
ZHICONG FANG pOrtFOlIO 2023
OvervIew
AS Our pOpulAtION ArOuNd tHe wOrld IS rApIdly GrOwING, ANd AS tHe NuMBer OF peOple MOvING tO tHe urBAN AreAS HAS INCreASed. tHe AddItIONAl HABItAtION IS Needed tO ACCOMMOdAte tHeM, But tHe SuItABle lANd FOr New develOpMeNt OF urBANIZAtION IS ruNNING Out. ACCOrdING tO tHe C40 CItIeS ClIMAte leAderSHIp GrOup, “By 2050, 800 MIllION peOple wIll lIve IN CItIeS wHere SeA levelS COuld rISe By MOre tHAN HAlF A Metre.” IN OtHer wOrdS, MANy COAStAl CItIeS ArOuNd tHe wOrld Are lIvING IN A tHreAt OF SeA level rISe ANd COAStAl FlOOdING. MANy peOple wOuld lOSe tHeIr HOMe, BuSINeSS, ANd eveN tHeIr lIFe wHIle AGAINSt ClIMAte CHANGe ANd SeA level rISe.
tHereFOre, IN My prOjeCtS, I AM FOCuSING ON lANdSCApe ANd ArHIteCture prOjeCtS tHAt wHeN COMBINed we COuld CreAte A SuStAINABle plACe tO IMprOve tHe AIr quAlIty ANd reduCe Our CArBON FOOtprINt tO reMedIAte ANd prOteCt tHe plANet tHAt we Are CurreNtly lIvING ON. AS ArCHIteCtS ANd lANdSCApe ArCHIteCt deSIGNerS, It IS tIMe FOr uS tO MAke tHe CHANGeS uNtIl tHe plANet IS GettING wOrSe.
CONteNt 1 50 STONE CAP 4" PITCHED CONCRETE T/FLUE 15'-0" ABOVE GRADE 4
5
3D RENDER FROM LOCKWOOD AVE
3D RENDER FROM PRATT AVE.
1. OASIS pArk
2. trINeCt
3. SAGe StA
4. CO-ACtING
5. lINCOlNwOOd
OASIS pArk
2021 MlA+u: landscape architectUre stUdio
deSCrIptION
tHe exIStING SIte CONdItION At tHe IrvING pArk rOAd CANOe lANdING HAS ANNuAl FlOOdING ANd A lACk OF ACtIvItIeS. AlSO, tHere IS NO SIdewAlk ANd Next tO tHe BuSy rOAd, SO It IS very dANGerOuS tO wAlk By ON tHe SIde. AS I ANAlIZed tHe prOBleMS OF tHe exIStING SIte, tHe GOAl OF tHIS prOjeCt IS tO SOlve tHe FlOOdING prOBleM ANd tO reNOvAte MOre ACtIvItIeS tHAt AttrACt peOple’S INtereSt tO vISIt tHe SIte. tHe
MAIN CONCept OF OASIS pArk IS tO CreAte A COMMuNIty GArdeN tHAt wOuld BeCOMe A GAtHerING plACe FOr tHIS COMMuNIty FOr tHeM tO plANt tHeIr FOOdS, FlOwerS, FISH, SOCIAlIZe, ANd tO teACH tHe CHIldreN tO leArN wHere tHe FOOdS Are COMING FrOM.
prOFeSSOr: nilay Mistry
StudeNt: Zhicong fang
NEW CIRCULATION WATER TRAIL HUMAN TRAIL VEHICLE TRAIL SUNFLOWER WATERMELON STRAWBERRY CARROT TREE AREA FLOWERS AREA POTATO EXIST TREES NEW TREES PLAZA FLOOD RECESSION FISHING SPOT PARKING
sectionc section d SIte plAN
sectiona sectionB
SeCtION A
B SeCtION C SeCtION d
SeCtION
2021 MlA+u:
landscape architectUre stUdio
ACCOrdING tO My INveStIGAtION, I HAve kNOwN peOple trAvelING All ArOuNd IN tHe pIONeer
plAZA But MAINly ACCeSS INtO CHICAGO trIBuNe
tOwer, 401 N MICHIGAN ANd Apple StOre. SeCONdly, My FIrSt IMpreSSION BeING ON tHe plAZA
tHAt I Feel lIke I HAve BeeN wAtCHed By tHe peOple wHO lIveS IN tHe tOwerS, ANd AlSO, I HAve
NOtICe tHAt tHe expOSed OpeN SpACe IN tHe pIONeer plAZA IS NOt GreAt FOr tHe eCOlOGy eNvIrONMeNt. tHe BIrdS wIll Fly ANd HIt tO tHe Apple StOre GlASS BeCAuSe OF tHe reFleCtIO OF tHe treeS INSIde OF tHe Apple StOre. tHereFOre, tHIS prOjeCt prOpOSeS A New trIANGulAr CIrCulAtION ANd A SHIeld tO eMpHASIZe tHe tHree MAIN pAtH tO ACCeSS tO tHe CHICAGO trIBuNe tOwer, 401 N MICHIGAN ANd Apple StOre. A GreeN rOOF ANd A SHIeld wIll prOteCt eItHer tHe prIvACy OF peOple wHeN CrOSSING IN tO tHe plAZA ANd wHeN peOple StAy IN It. lAStly, I AM prOpOSING A urBAN FOreSt tO IMprOve tHe eCOSySteM ANd eNvIrONMeNt quAlIty lIke IMprOve AIr quAlIty ANd FIx CArBON MItIGAtION.
prOFeSSOr:
sarah hanson
StudeNt:
Zhicong fang
Jorge Mayorga
Jincheng chen
deSCrIptION trI-NeCt
YOU ARE BEING WATCHED!! PURIFYING AIR QUALITY SIte plAN
0.623 gallon/ sq ft over 1 WT2 = 0.623 x 11,600= 7227 Tank 2 Size: 7227/0.7= 10,324
pluMBING rISer dIAGrAM
IrrIGAtION dIAGrAM
tOtAl wAter COlleCt
11,600 x (1.75/12) =1,691 sf^3
1,691 ft^3= 12,655 gallon of water
wt1 = AreA OF wAter GArdeN= 840 SF 840 x (1.75/12)= 122.5 ft^3
122.5 ft^3=916 gallon water
tank 1 siZe: 916/0.7=1309 gallon water
0.623 gallon/ sq ft over 1 in sUrface per week
wt2 = 0.623 x 11,600= 7227 gallon water/week
tank 2 siZe: 7227/0.7= 10,324 gallon water
water
Plumbing Diagram Ground Plan Lower Level Plan 11,600 SF 840 SF 840 x (1.75/12)= 122.5 ft^3 122.5 ft^3=916 gallon water Tank 1 Size: 916/0.7=1309 gallon water WT2 = 0.623 x 11,600= 7227 gallon water/week Tank 2 Size: 7227/0.7= 10,324 gallon water Green
tank
dIAGrAM
CONCeptuAl SeCtION
TO CREATE A CALMING AMBIENT
SELECTED LED LIGHT TO CREATE A CALMING
SELECTED LED LIGHT STRIP TO CREATE A CALMING AMBIENT
UNDESIRABLE LIGHT EFFECT
SELECTED LED LIGHT STRIP TO CREATE A CALMING AMBIENT
MANUFACTURER LED LINEAR USA, INC. MODEL VENUS TV IP67 Static White WATTAGE 57 CANDLE LIGHTS 57 CL X 11,600 S.F. LT-1 LT-1 LT-1
PANEL 200A 120/208V 3 PHASE 42 P PANEL PANEL B 200A 120/208V 3 PHASE 4 WIRES 42 P PANEL LIGHTING WATER SYSTEM LIGHTING TRANSFORMER UNDESIRABLE LIGHT EFFECT LT-1 TAG DESCRIPTION LED STRIP LIGHT Static White MANUFACTURER LED LINEAR USA, INC. AREA OF 1ST FLOOR : 11,600 S.F. 661,200 LUMENS 8,265 LED WATTS VENUS TV IP67 PROVIDE 6,431 LUMENS EACH 103 LIGHT FIXTURE PER FLOOR 206 LIGHT FIXTURES/BOTH FLOORS X 61 WATTS 12,566 WATTS AT 120V 104 AMPS RECOMMENDED CANDLE LIGHT FOR PUBLIC SPACE AREA OF 1ST FLOOR : 11,600 S.F. AREA OF LOWER LEVEL 11,600 S.F. PANEL A 200A 120/208V 3 PHASE 4 WIRES 42 P PANEL PANEL B 200A 120/208V 3 PHASE 4 WIRES 42 P PANEL PANEL B 200A 120/208V 3 PHASE 4 WIRES 42 P PANEL 600 AMP, 120/240V, 3 PHASE MAIN DISTRIBUTION PANEL PADMOUNT TRANSFORMER LIGHTING PANEL WATER SYSTEM AIR FILTERING SYSTEM LIGHTING TRANSFORMER ELECTRIC RISER DIAGRAM O2 O2 O2 O2 O2 O2 O2 O2 O2
IMAGE PANEL B 200A 120/208V 3 PHASE 4 WIRES 42 P PANEL AIR FILTERING SYSTEM ELECTRIC RISER DIAGRAM
LT-1 TAG DESCRIPTION LED STRIP LIGHT Static White MANUFACTURER LED LINEAR USA, INC. MODEL VENUS TV IP67 Static White WATTAGE 61 WATTS IMAGE AREA OF 1ST FLOOR : 11,600 S.F. 661,200 LUMENS 8,265 LED WATTS VENUS TV IP67 PROVIDE 6,431 LUMENS EACH 103 LIGHT FIXTURE PER FLOOR 206 LIGHT FIXTURES/BOTH FLOORS X 61 WATTS RECOMMENDED CANDLE LIGHT FOR PUBLIC SPACE 57 CANDLE LIGHTS 57 CL X 11,600 S.F. AREA OF 1ST FLOOR : 11,600 S.F. AREA OF LOWER LEVEL : 11,600 S.F. PANEL A 200A 120/208V 3 PHASE 4 WIRES 42 P PANEL PANEL B 200A 120/208V 3 PHASE 4 WIRES 42 P PANEL PANEL B 200A 120/208V 3 PHASE 4 WIRES 42 P PANEL UNDERGROUND SERVICE 600 AMP, 120/240V, 3 PHASE MAIN DISTRIBUTION PANEL AND METER EXISTING PADMOUNT TRANSFORMER LIGHTING PANEL WATER SYSTEM AIR FILTERING SYSTEM LIGHTING TRANSFORMER reCOMMeNded CANdle lIGHt FOr puBlIC SpACe AreA OF 1St FlOOr : 11,600 S.F. AreA OF lOwer level : 11,600 S.F. AreA OF 1St FlOOr : 11,600 S.F veNuS tv Ip67 prOvIde 6,431 luMeNS eACH 57 candle lights 57 cl x 11,600 s.f. 661,200 lUMens 8,265 led watts 103 light fixtUre per floor uNdeSIrABle lIGHt eFFeCt SeleCted led lIGHt StrIp tO CreAte A CAlMING AMBIeNt prOteCtION FIltrAtION FAN SySteM & NAturAl FIlter
SAGe StA
2022 MlA+u:
architectUre stUdio
deSCrIptION
SAGe-StA IS A prOjeCt FOCuSING ON tHe CAre OF tHe elderly ANd COMMuNItIeS wHere reSIdeNtS CAN FINd SOlACe IN tHe SpACeS prOvIded AMIdSt tHe GreeNery wHIle perFOrMING vArIOuS SelF–HeAlING ACtIvItIeS. tHe wOrd “SAGe” HAS twO explANAtIONS tHAt HAve BeeN eMpHASIZed IN tHe prOjeCt AS tHe MAIN CONCept. FIrStly, It’S A SHAde OF GreeN wHICH wAS tHe INItIAl StrAteGy wHIle deSIGNING tO CreAte A COMFOrtABle, HeAltHy ANd eNGAGING eNvIrONMeNt FOr tHe SeNIOrS. FurtHerMOre, tHe GreeN FACAde ACtS AS A FIlter wHICH purIFIeS AIr ANd reduCeS CArBON dIOxIde FOOtprINt.SeCONdly, SAGe AlSO
MeANS SOMeONe wHO pOSSeSSeS wISdOM, judGMeNt, ANd experIeNCe wHIle CreAtING A peACeFul eNvIrONMeNt ArOuNd tHeM. we BelIeve IN CreAtING A vArIety OF SpACeS tHAt HelpS BOtH reSIdeNtS ANd tHe COMMuNItIeS tO BeCOMe MOre CONNeCted. tHeSe COuld ACt AS AN INterACtION SpACe BetweeN dIFFereNt GrOupS OF peOple wHICH reSult IN dIverGeNt dIAlOGueS
IMprOvING tHeIr kNOwledGe ANd INCreASING lIFe experIeNCeS.
prOFeSSOr:
catherine Baker
StudeNt: Zhicong fang
chU-fan tZoU shrUthi nair
facade which purifies air and reduces carbon footprint
adequate wind circulation thus increasing the stability of the structure in the windy city
FLOOR PLATE DEVELOPMENT PROCESS STRATEGIES
healthy and engaging environment for the seniors
Shared amenity spaces to connect diverse crowd
Green breathing
facade which purifies air and reduces carbon footprint
FACADE, ENTRANCE AND FLOOR PLATE CONCEPTS
Punctures in the building for adequate wind circulation thus increasing the stability of the structure in the windy
Creating a comfortable, healthy and engaging environment for the
Shared amenity spaces to connect
FACADE, ENTRANCE AND FLOOR PLATE CONCEPTS
Creating a comfortable,
6 SITE CONTEXT Jefferson Park Chicago Public Library Post Office W.LawrenceAve. N.LongAve. N. Milwaukee Ave. W.HigginsStreet Site 7 BAKER TEAM 3 SITE ANALYSIS CO2 CO2 CO2 CO2 CO2 CO2 CO2 CO2 PROPOSED AXON DIAGRAM IIT College of Architecture - FALL 2022 - Arch 543 - Hybrid Mixed Housing - the future of mixed income high-rise housing in Chicago SITE ANALYSIS CO2 CO2 CO2 CO2 CO2 CO2 CO2 CO2 ResidentialEntrance Roof Garden Bicycle Storage Commercial Entrance PROPOSED AXON DIAGRAM IIT College of Architecture - FALL 2022 - Arch 543 - Hybrid Mixed Housing - the future of mixed income high-rise housing in Chicago FlOOr plAte develOpMeNt prOCeSS FACAde, eNtrANCe ANd FlOOr plAte CONCeptS SIte CONtext prOpOSed AxON dIAGrAM SIte ANAlySIS
BALCONY CONCEPT DERIVATIONS
O2 O2 REDUCE HEAT O2 O2 O2
TYPICAL BALCONY PROPOSED BALCONY CONCEPT 10 IIT College of Architecture - FALL 2022 - Arch 543 - Hybrid Mixed Housing - the future of mixed income high-rise housing in Chicago CO2 CO2 CO2 CO2 CO2 CO2 CO2 CO2 CO2 prOpOSed AxON dIAGrAM prOpOSed BAlCONy CONCept Continuity 1st FLOOR PLAN 4th FLOOR PLAN 17th, 23rd FLOOR PLAN 24th FLOOR PLAN Proposed Balcony Concept STRUCTURE DEVELOPMENT 9 typICAl BAlCONy
CO-ACtING SpACe
ArCHIteCturAl COMpetItION
sUperscape 2022
deSIGNerS:
Zhicong fang
Jincheng chen
sergio sedano
Md MahMUdUr rahMan
HOw CAN CIvIlIZAtION reMAIN ON tHe eArtH’S SurFACe wHIle NOt HArMING INSteAd By CO-ACtING wItH NAture? dO GreeN BuIldINGS Or GreeN teCHNOlOGIeS MAke Our CItIeS SuStAINABle ANd reSIlIeNt? tHe ANSwer IS NO. tHe prAGMAtIC ApprOACH tO Our eNvIrONMeNtAl FOOtprINt HAS tO Be HOlIStIC ANd COMpreHeNSIve. IN tHe MId-tweNty-FIrSt CeNtury, tHe ACCelerAtION OF SCIeNCe ANd teCHNOlOGy wIll GIve uS A revOlutION IN dIverSe FIeldS. urBAN deSIGN ANd ArCHIteCture MuSt INteGrAte revOlutIONAry IdeAS tO COpe wItH prOGreSS ANd MAke tHe CItySCApe ANd lANdSCApe A pArt OF NAture.
tHe [CO]ACtING SCApe wIll StArt By GeOGrApHICAlly CHOOSING tHe MOSt SuItABle lANd. tHe CIty wIll Be plANNed IN SeGMeNtS depeNdING ON tHe GeOGrApHy ANd tHe AvAIlABIlIty OF reSOurCeS. tHe ZONING wIll Be BASed ON A CIrCulAr eCONOMy, ANd MOSt OF tHe BuIldINGS wIll HAve prOGrAM dIverSIty. tHey wIll INClude INtellIGeNt FeAtureS FOr CONNeCtIvIty ANd reSpONSIveNeSS.
HIGH pOpulAtION deNSIty wIll reduCe tHe Need FOr trANSpOrtAtION, ServICeS, ANd INFrAStruCture CHAlleNGeS. tHe MAxIMuM utIlIZAtION OF NAturAl reSOurCeS SuCH AS SuNlIGHt, NAturAl veNtIlAtION, ANd wAter reClAMAtION wIll deFINe tHe SHApe ANd expANSION OF tHe CIty. prIOrIty wIll Be GIveN tO All CONNeCted ANd SeAMleSS puBlIC trANSpOrtAtION. trANSpOrtAtION SySteMS, INCludING FreIGHt, wIll rely ON ArtIFICIAl INtellIGeNCe ANd drIverleSS teCHNOlOGIeS. tHey wIll AlSO Be INNOvAtIve IN prOpulSION teCHNOlOGIeS lIke eleCtrICAl BAtterIeS Or tIreleSS veHICleS tO eNd pAved rOAdS ANd pOlluted ruN-OFF. IN tHe MICrO-SCAle INNOvAtIve BIOMAterIAlS, BreAtHING FAçAdeS, reSOurCe AMplIFICAtION lIke wAter CONServAtION, AIr FIltrAtION, eNerGy CONSuMptION wIll MItIGAte ClIMAte CHANGe. tHe vAlue OF SOCIAl ACtIvItIeS wIll Be HIGHlIGHted tHrOuGH deSIGN. tHe CONteMpOrAry SkylINe deFINeS Our CItIeS, But puBlIC SpACeS wIll eveNtuAlly BeCOMe tHe BeNCHMArk OF CItIeS. AS tHe SOCIAl ACtIvItIeS INCreASe, peOple wIll BeCOMe MOre ACtIve, StreNGtHeNING SOCIAl tIeS. CrIMe ANd vANdAlISM wIll Be drAStICAlly reduCed. MultI-CulturAl CONNeCtIvIty, dIverSIty, ANd pHySICAl ANd SOCIAl ACCeSSIBIlIty wIll rule tHe deSIGN ApprOACH. COMMuNIty develOpMeNt wIll deFINe A New GeNerAtION OF CItIZeNS. relIABle SOurCeS OF eNerGy prOduCtION ANd AdequAte wASte MANAGeMeNt wIll eNSure NO dAMAGe tO tHe eCOSySteM. CItIeS wIll Be BuIlt uSING A CIrCulAr eCONOMy IN every StAGe, lIke CONStruCtING tHe New BuIldING wItH upCyCled ANd repurpOSed MAterIAlS, tHereBy MINIMIZING ItS CArBON FOOtprINt. tHe vertICAl CItIeS wIll deCreASe urBAN SprAwl, ANd INNOvAtIve AGrICulture lIke AGrOFOreStry wIll eNSure FOOd prOduCtION tO MAke tHe CIty SelF-SuFFICIeNt. FOOd wIll Be OrGANIC ANd eFFICIeNt.
exIStING CItIeS wIll AdOpt ANOtHer wAy tO BeCOMe [CO]ACtIve. A uNIque AdAptAtION pAtterN wIll MAke Future GrOwtH ANd expANSION MOre SuStAINABle ANd reSIlIeNt. tHe rIverS ANd lAkeS HAve HIStOry, FlOrA ANd FAuNA HAve tHeIr COMMuNIty, HABItAtS HAve tHeIr reASON, SeASONS HAve tHeIr IMpACt, ANd All Are CONNeCted ANd HAve tHeIr Future. Our [CO]ACtING SCApe wIll Be A pArt OF NAture. A COlleCtIve develOpMeNt wIll Meet tHe CHAlleNGe OF tHe Future.
deSCrIptION
INItIAl CONCept BreAtHING FACAde eNerGy GeNerAtION INItIAl CONCept
CO ACTING SCAPE
THE CONCEPT INITIATES A SENSE OF COEXISTING IDEOLOGY WITH NATURE IN DESIGNING OF CITIES
BREATHING FACADE ENERGY GENERATION COMMUNITY GATHERING RECEPTOR MODULE AI CONTROLLED ROTATING UNIT WILL HELP TOI. HARVEST WATER FROM RAIN AND AIR II. FILTER WIND BEFORE ENTERING INSIDE III. GENERATE ENERGY FROM SUNLIGHT VERTICAL ECOSYSTEM CO SEQUESTRATION CREEPER PLANTS CLIMBS THE BUILDING FACADE AND HELPS TO INCREASE CO SEQUESTRATION 2 MICRO CLIMATE THE FACADE CREATES PLATFORM FOR VERTICAL PUBLIC GARDEN AND VEGETATION. THE ROOT OF THE CREEPER. T ALSO ACCOMMODATE COMMUNITY GATHERING SPACES CLIMBING ECOLOGY WATER FILTRATION RESOURCE UNIT MOBILITY WALKABLE BRIDGE UNPAVED CITY AGRICULTURE GROUND STORAGE ELECTRICITY CAPTURING ELECTRICITY FROM NATURE AND MINIMIZING EMISSION OF CO CONSERVATION AI CONTROLLED FACADE MODULE VERTICAL GARDEN RESOURCE COLLECTION LONG DISTANCE FASTER TRANSPORTATION SYSTEM LANDING FOR FLYING TRANSPORTATION SYSTEM GREEN INDUSTRY ECOSYSTEM CONSERVATION WALKABILITY 1St
drAFt reNder FINAl reNder
6756 lOCkwOOd Ave, lINCOlNwOOd, Il 60712
SINGle FAMIly reSIdeNCe professional architectUral work
deSIGNerS:
Zhicong fang
saM
reNder CONStruCtION
1 A302 20'-3" 29'-11" 127 SF UNEXCAVATED 430 SF UNEXCAVATED BOTTOM OF FOUNDATION: 3'6" BELOW GRADE BOTTOM OF FOUNDATION: 3'6" BELOW GRADE BOTTOM OF FOUNDATION: 8' 7 1/2" BELOW GRADE BOTTOM OF FOUNDATION: 8' 7 1/2" BELOW GRADE BOTTOM OF FOUNDATION: 8' 7 1/2" BELOW GRADE BOTTOM OF FOUNDATION: 8' 7 1/2" BELOW GRADE PRE ENGINEERED HOLLOWCORE PLANK SYSTEM BOTTOM OF FOUNDATION: 8' 7 1/2" BELOW GRADE HOLLOWCORE LEDGE 19'-11" STL BEAM STL BEAM 22'-3" 2'-11" 3'-6" 58" x 90" 58" x 90" 58" x 90" 16" OWT @ 16" O.C ABOVE BEAM POCKET : w/ STEEL PLATE SHIMS FOR LEVELING THE END OF BEAM (WELDED TOGETHER AND THE BEAM) TYP. 16" OWT @ 16" O.C ABOVE R- 39 BATT INSULATION ABOVE 1 A301 58" x 90" 3'-0" B2 B1 39'-3" 252 SF UTILITY 108 SF BATH 2 24'-6" 9'-4" 12'-5" LIGHT REQ- 106.16 VENT REQ- 53.08 LIGHT REQ- 53.52 VENT REQ- 26.76 LIGHT REQ- 32.64 VENT REQ- 16.32 373 SF BED3 58" 90" 58" x 90" 58" x 90" 3'-0" 50'-3" 29'-7" 39'-6" 16" OWT @ 16" O.C ABOVE (2) 16" OWT (2) 16" OWT 3 A301 4 A B C D E A B E 34" x 84" 34" x 84" 34" x 84" 34" 84" 34" 84" 34" x 84" 34" 84" J 1 1 4 3 3 3 144 SF BATH 3 59 SF WIC 4 3 L L 8'-5" 90 SF LAUNDRY M LOUVERED 49'-10" 20'-6" 64'-2" 2'-11" 4'-4" 10'-4" 4'-4" 12'-11" 21'-0" 2'-11" 1'-11" 1'-11" 3'-1" 4'-10" 16'-2" 14'-6" 3'-0" 14'-6" 8'-9" 18'-11" 11'-7" 10'-4" 16'-5" 4'-0" 3'-11" DROP FOUNDATION 14" OFF GRADE 19'-8" 39'-7" 11'-10" 19'-8" 19'-10" 1'-11" 9'-11" 6'-11" 6'-11" 6'-11" 0'-6" 16'-10" 3'-1" 0'-11" 6 A301 NOTE ALL NEW FOUNDATION TO BE MIN 6" ABOVE GRADE SEE DETAIL ON SH. A301 & A302 #5 REBAR @ 12" O.C TO BE EMBEDDED MIN 4" INTO BSMT FOUNDATION WALLS TYP. STEP WING WALLS, SET BOTTOM @ 42" BELOW GRADE TYP. (2) LVLS BOTTOM OF FOUNDATION: 3'6" BELOW GRADE NEW 42"X42"X12" FOOTING W16X26 HSS5X5X1/4 W16X26 W16X26 W16X26 W16X26 W16X26 W16X26 W16X26 W16X26 HSS5X5X1/4 W16X26 HSS5X5X1/4 HSS5X5X1/4 HSS5X5X1/4 NEW 42"X42"X12" FOOTING NEW 42"X42"X12" FOOTING 384 SF GREAT ROOM 1293 SF RECREATION 420 SF GAME ROOM 113 SF STORAGE 3'-1" 3'-1" 1 A302 20'-5" 18'-5" 52'-11" 5'-10" 51'-1" 72" 108" 10'-9" 11'-1" 255 SF BED1 21'-0" 12'-11" 4'-4" 10'-4" 4'-4" 20'-6" 64'-2" 2'-11" 11'-0" 0'-6" 17'-7" 1'-4" 6'-0" 0'-4" 6'-0" 0'-4" 6'-0" 16'-2" 9'-9" 3'-11" 49'-10" 84'-8" 1 A301 14'-0" 3'-4" 3'-1" 10'-2" 14'-0" 7'-10" 20'-1" 32'-1" 20'-0" 10'-2" 14'-2" 9'-2" 25'-1" 234 SF BED 2 104 SF BATH 347 SF MS. BED 612 SF REAR OPEN PORCH 72 SF WIC 136 SF MST. BATH 32'-1" 15'-4" 456 SF GARAGE 463 SF LIVING RM B2 B1 20'-8" 11'-8" 18'-9" 2'-11" LIGHT REQ- 20.96 VENT REQ- 10.48 LIGHT REQ- 17.84 VENT REQ- 8.92 LIGHT REQ- 27.52 VENT REQ- 13.76 70 SF LAUNDRY 11'-1" 20'-5" 4'-2" 22'-4" 20'-10" 8'-9" 3'-0" STL BEAM STL BEAM STL BEAM PRE ENGINEERED ROOF WOOD TRUSS ABOVE 24" 109" 24" 109" CEILING HT.= 16' Redundant Room GRAND FOYER 695 SF KITCHEN/DINING CEILING HT.= 16' CEILING HT.= 24' CEILING HT.= 13'10" CEILING HT.= 13'10" CEILING HT.= 13'10" 3 A301 3 W16x24&1/4" BOTTON PLATE W/3" BEARING EACH END LINTEL SECTION 192" x 96" 42" x 96" 42" x 96" 42" x 96" 42" x 96" 42" x 96" 42" x 96" 42" x 96" 60" 96" 32" x 84" 32" 84" 32" x 84" 3'-10" 13'-2" 3'-6" 19'-0" 7'-10" 8'-6" 16'-5" 9'-0" 3'-5" 3 42" 96" 42" x 96" 3 3 3 3 3 4 4 2 2 2 2 3 2 2 2 2 2 2 4 32" 84" 32" 84" 34" x 84" 32" x 84" 32" 84" 32" 84" 32" x 84" 32" x 84" 32" x 84" 32" 84" 72" x 72" 48" x 82" 83'-9" 0'-11" 19'-1" 3'-7" 22'-9" 37'-5" 1'-0" 22'-4" CEILING HT.= 13'10" 2 2 4 4 4 4 4 4 4 EGRESS EGRESS EGRESS A M L L L F G H K A K K CL LOUVERED 1/8" /12" SLOPE 6 A301 B4 32" x 84" 48" 82" 11'-0" P.R. 1'-3" 5.5" COLUMN/GAP 6.6" COLUMN/GAP 0'-5" 0'-4" 0'-4" REAR DOOR 69" x 126" 69" 126" 69" x 126" WINDOW WINDOW 32'-1" 69" 126" 69" x 126" 69" x 126" 69" x 126" 69" x 126" 69" x 126" 69" 126" 69" x 126" 69" 126" WINDOW 0'-4" 6'-8" 69" 126" WINDOW BASeMeNt FlOOr plAN FIrSt FlOOr plAN
FIRST FLOOR 2' - 8" ROOF 24' - 0" NEW 1ST CLG 16' - 6" F L TP OF ROOF 32' - 7 1/4" 8'-7" 7'-6" 13'-10" 2'-8" 16'-1" 120" 120" 192" x 96" 36" 48" 36" 48" 36" x 48" 36" 48" 36" 48" 36" 48" 72" 108" 24" 109" 24" 109" TR GLASS FIXED 60" 96" 1'-0" STONE PER OWNER STONE PER OWNER GRADE 0' - 0" FIRST FLOOR 2' - 8" ROOF 24' - 0" NEW 1ST CLG 16' - 6" FIRST FLOOR 2' - 8" ROOF 24' - 0" NEW 1ST CLG 16' - 6" TP OF ROOF 32' - 7 1/4" TYP. 1'-0" STONE PER OWNER STONE PER OWNER GRADE 0' - 0" FIRST FLOOR 2' - 8" ROOF 24' - 0" NEW 1ST CLG 16' - 6" STONE PER OWNER TP OF ROOF 32' - 1/4" 48" 82" 48" 82" 69" 126" 69" 126" 69" 126" eASt elevAtION NOrtH elevAtION SOutH elevAtION weSt elevAtION
BASEMENT -8' - 7 1/2" GRADE 0' - 0" FIRST FLOOR 2' - 8" ROOF 24' - 0" NEW 1ST CLG 16' - 6" B2 B1 13'-10" NOTE ALL FOOTING TO BEAR ON UNDISTURBED SOIL, MIN. COMPRESSIVE STRENGTH OF 3000 PSF 9'-4" 9'-6" 6 A301 A B C C-1 D E A-1 F B-1 D CONT. MTL. FLASHING @ WALL H H-1 H-2 H-3 PRE ENGINEERED WOOD TRUSS R-49 BATT INSUL. BASEMENT -8' - 7 1/2" GRADE 0' - 0" FIRST FLOOR 2' - 8" ROOF 24' - 0" NEW 1ST CLG 16' - 6" B2 B1 16'-0" 13'-10" 16" OWT @ 16" O.C 16" OWT @ 16" O.C 16" OWT @ 16" O.C4 A301 10'-0" NOTE ALL FOOTING TO BEAR ON UNDISTURBED SOIL, MIN. COMPRESSIVE STRENGTH OF 3000 PSF A B C C-1 D E F G-2 G PRE ENGINEERED WOOD TRUSS C-1 F H H-1 H-2 H-3 A301 2 R-49 BATT INSUL. 1'-0" 1'-7" A301 5 T Y P 12 SEE PLAN FOR COLUMN SIZE 12" x 12" x 3/4" STL. PLATE 4 - ANCHOR BOLTS AT EACH COLUMN 42"x42"x12" CONC. FOOTING w/6#5 EACH WAY SEE PLAN FOR BEAM SIZE 3/4" x8"x12" STL. PLATE CONC. SLAB 2 - 3/4" DIA. BOLTS 2x6 PLATE WALL BASEMENT 1ST FLOOR FLOOR 3'-0". 1/4" 1/4" 3/8" STIFFENING PLATE VERTICAL EACH SIDE METAL HANGERS TYP. 3/4" DIA. A 307 PROJ = 4 1/2" THRD = 3 1/2" EMBED = 9" HOOK = 4" MIN. 1/4" SETTING PLATE 3/4" LEVELING GROUT NEW WALL CONSTRUCTION (TYPE-2) 4" STONE PER OWNER) W/ GALV. METAL TIES @32" O.C. HORIZ. & 16" O.C. VERT WEEP HOLES @32" O.C. W/ 1" AIRSPACE TYVEK W/ 5/8" OSB SHEATHING 2x6 STUDS @16" O.C. W/ 5 1/2" BATT. INSUL. (R-21) W/ VAPOR BARRIER W/ 5/8" GYP. BD. TYPICAL SECTION NOTES A MARK NOTE FLOOR CONSTRUCTION FINISH FLOORING PER. OWNER 3/4" PLYWD. SUBFLOOR T&G B ROOF CONSTRUCTION (FLAT) EPDM ROOF SYSTEM MEMBRANES CLASS "A" (INSTALL PER MANF.) ON 5/8" SHEETING ON SHAPED 1/2" RIGID INSULATION FOR MIN. 1/8" /12" SLOPE FOR WATER DRAIN C C-1 D FURRING WALL 2x4 WOOD FURRING @ 16" O.C. W/ 1/2" BATT. INSUL (R-15) w/VAPOR BARRIER - 5/8" GYP. BD. E BASEMENT FLOOR CONSTRUCTION 4" THICK W/6 X W 1.4 X W 1.4 W. W. F. OVER SIX (6) MIL VAPOR BARRIER OVER FIVE INCH 5" CRUSHED STONE BASE. NEW WALL CONSTRUCTION (TYPE-3) PANELING (PER. OWNER) W/ TYVEK HOUSE WRAP 5/8" PLYWOOD SHEATHING 2x6 STUDS @16" O.C. 5 1/2" BATT. INSUL. (R-21) W/ VAPOR BARRIER 5/8" GYP. BD. (X TYPE) A-1 F 5/8" GYP. BD TYPE X @ CLG. G DOUBLE PLATE @ EVERY 10' IN WALL HEIGHT (TYP.) G-2 (2) 2X6 TOP PLATE (TYP. FIRE BLOCKING) ROOF CONSTRUCTION (SLOPED) CLAY TILE (PER. OWNER) FASTENED TO NOMINAL 1X2 PT BATTENS MAX 48" LENGTHS MAINTAIN 1/2" GAP FOR DRAINAGE W/ COUNER BATTENS 1X2 ON 15# ROOF FELTS ON 5/8" EXTERIOR GRADE PLYWOOD SHEATHING. PROVIDE ICE WATER SHIELD FROM EAVE EDGE TO POINT 24" INSIDE THE EXTERIOR WALL LINE OF THE BUILDING H CONT. MTL FLASHING H-1 PRE-FINISHED ALUMINUM GUTTER W/ FASCIA COVER H-2 ALUMINUM SOFFIT W/ SCREENED VENT MAINTAIN 1" MIN. AIR SPACE. W/ FREEZE BOARD H-3 NOTE: FOR ALL OTHER DETAILS/NOTES SEE SECTIONS AND CALLOUTS DECK CONSTRUCTION 5/8" GYP. BD. R-39 BATT INSUL. PRE ENGINEERED HOLLOWCORE PLANK SYSTEM VAPOUR BARRIER WRAPPED ON ALL SIDES OF MIN 2" CONC. TOPPING W/ REINFORCING MESH SLOPED BONDED WATERPROOF MEMBRANE WRAPPED ON ALL SIDES CEMENT BACK BOARD DRY-SET MORTAR BOND COAT STONE TILES (PER. OWNER) B-1 BASEMENT -8' - 7 1/2" GRADE 0' - 0" FIRST FLOOR 2' - 8" 10 88 T Y P 12 0'-6" 1'-0" 0'-6" ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED WOLMANIZED 2x6 PLATE w/ 1/2" DIA. x 1'-6" A.B. @ 48" O.C. CONTINUOUS (2)#5 BARS T&B TYP. ALL WALLS & CORNER BARS DAMP PROOFING NEW 4" Ø DRAIN TILE TO SUMP PUMP W/ FILTER SOCK 2" (MIN.) BASE & 12" (MIN.) GRAVEL COVER (TYP.) KEY w/PVC WATERSTOP CONCRETE FOUNDATION WALL fc' =3000 #4 @ 24" O.C. VERTICAL INSIDE FACE w/LEG IN FOOTING MIN 3" COVER #5 @ 24" O.C. INSIDE FACE CONT. MTL. FLASHING INSTALL FLASHING WITH WEEP ROPES (TYP.) AT FOUNDATION PERIMETER AND ALL WINDOWS OPENINGS 0'-3" (2) 2X6 TOP PLATE (TYP. FIRE BLOCKING) (3) #5 CONT. W/ 3" COVER TYP. 03 MIN. THREE (3) INCH SIZE CRUSHED LIMESTONE AND COMPACTED WITH A BACKHOE. TYP 16" RIM BOARD R-30 BATT INSUL. NOTE ALL NEW FOUNDATION TO BE MIN 6" ABOVE GRADE BASEMENT -8' - 7 1/2" GRADE 0' - 0" FIRST FLOOR 2' - 8" 12 74 08 TOP OF DRAIN IN WINDOW WELL TO BE 6" BELOW TOP OF CONCRETE WINDOW SILL WITH GRAVEL KEPT DOWN 1" FROM TOP OF DRAIN - CONE STYLE DRAIN COVER RECOMMENDED (TYP) WELL PER. MANUFACTURER (TYP.) 03 DAMP PROOFING NEW 4" Ø DRAIN TILE TO SUMP PUMP W/ FILTER SOCK 2" (MIN.) BASE & 12" (MIN.) GRAVEL COVER (TYP.) KEY w/PVC WATERSTOP 04 GRADE 0' - 0" FIRST FLOOR 2' - 8" MIN 0'-4" CONT. STL ANGLE PER MANF. WELD PLATE PER MANF. PRE ENGINEERED HOLLOWCORE PLANK SYSTEM 1/2" MIN. GAP 1/4" CONC. TOPPING MIN 2" PER MANF. SPEC. 25 PROJECT SHEET NO. DATE COPYRIGHT ABD & ASSOCIATES ISSUE 3/11/2022 SECTION 221066 1/4" = 1'-0" 1 BUILDING SECTION-2 1/4" = 1'-0" 3 BUILDING SECTION -1 N.T.S 4 STEEL BEAM COLUMN DETAIL 1/2" = 1'-0" 2 CONC. FOUNDATION TYP -Callout 1/2" = 1'-0" 5 WINDOW WELL TYP. -Callout 3/4" = 1'-0" 6 LEDGER DETAIL
2x4 nailed w/2-16d nails top & bottom Strongback may be inside or outside, top or bottom of chase vertical, nailed w/2-16d nails. top & bottom w/2-16d nails 2x4 nailed Optional strongback application 2 x strongback each side @ top each joist 2-16d direct 1-16d direct every other hole then fill bottom each side 1-16d direct Simpson THA422 Strap Hanger strap hanger 1-16d each side toe-nailed into face of header member. TrimJoist faces w/10d nails 3"oc, glued and nailed to both 2' x H x 3/4" plywood glued and nailed. rated subfloor, secure with 3/4" Double TrimJoist, A.P.A. rated subfloor, nailed and glued 32" x H x 3/4" plywood glued and nailed to both faces with 10d nails 3"oc centered over bearing point. Load bearing wall HANGERED JOIST TO JOIST STRONGBACK APPLICATION POINT LOAD APPLICATION D7 each side @ top each joist 2-16d direct 1-16d direct every other hole then fill bottom each side 1-16d direct Simpson THA422 Strap Hanger strap hanger 1-16d each side toe-nailed into face of header member. TrimJoist faces w/10d nails 3"oc, glued and nailed to both 2' x H x 3/4" plywood glued and nailed. rated subfloor, secure with 3/4" Double TrimJoist, A.P.A. rated subfloor, nailed and glued JOIST TO JOIST D6 2x4 nailed w/2-16d nails top & bottom Strongback may be inside or outside, top or bottom of chase vertical, nailed w/2-16d nails. top & bottom w/2-16d nails 2x4 nailed Optional strongback application 2 x strongback STRONGBACK 32" x H 3/4" plywood glued and nailed to both faces with 10d nails 3"oc centered over bearing point. D4 Load bearing wall POINT LOAD 48" x 16" 3/4" plywood glued and nailed to both faces with 10d nails 3"oc centered over bearing point. D2 GUSSET APPLICATION W12X26 BASEMENT -8' - 7 1/2" GRADE 0' - 0" FIRST FLOOR 2' - 8" ROOF 24' - 0" NEW 1ST CLG 16' - 6" TP OF ROOF 32' - 7 1/4" 24'-0" 13'-10" 1'-2" 8'-8" 1'-0" B2 B1 1'-0" 3'-6" 1'-2" A B D E A-1 F C C-1 C C-1 A SEE ROOF PLAN FOR SIZES SEE ROOF PLAN FOR DETAIL DOUBLE PLATE BOTTOM CHORD DETAIL PER MANF. 2X10 C.J @ 16" O.C PRE ENGINEERED WOOD TRUSS R-49 BATT INSUL. PRE ENGINEERED WOOD TRUSS R-49 BATT INSUL. SEE FOUNDATION DETAIL ON SH. A301 LEDGER DETAIL PER MANF. R-49 BATT INSUL. H H-1 H-2 H-3 SEE DETAIL - 4 ON SH. A302 CONC. SLAB 5" CONC. SLAB w/ 6x6 #10 W.W.F. & VISQUEEN ON 4" GRAVEL H H-1 H-2 H-3 L 3 1/2"x3 1/2"x5/16" W/ LAG BOLTED TO STUDS CONT. FLASHING FACEBRICK ROOF 1 1/2" AIR SPACE 8d 16d 10d 10d TOENAILED SOLE PLATE 10d PLYWOOD SUBFLOOR 16d STAGGERED 16" O.C. CORNER BRACING DETAIL COPYRIGHT ABD & ASSOCIATES SECTION AND DETAILS 1/4" = 1'-0" 1 BUILDING SECTION -3 3/4" = 1'-0" 4 BRICK VENEER SUPPORT DETAIL 1 1/2" = 1'-0" 5 BRICK CLADDING DETAILS (TYP.) N.T.S 6 CORNER BRACING N.T.S 9 FRAMING DETAIL
FrONt eNtrANCe
reAr eNtrANCe