Jieming Jin WorkingSample

Jieming Jin

Work Sample M.Arch 2015|University of Pennsylvania|PennDesign

me@jinjieming.com Jieming.penn.design www.jinjieming.com

Jieming JIN

4 2 5 C h a p e l St r e e t , A pt 2 4 06 A t l a nt a , G A 3031 3 + 1 ( 2 1 5 ) - 4 5 0- 05 4 3 m e @j i nj i e m i ng . c o m

M.A r c h | U.P en n

mi n g a m a z i ng @g m a i l . c o m

BIOGRAPHY Hello, m y nam e i s J i em i n g J i n , a y o u n g p r o fe s s i o n a l w i t h o n e y e a r w o r k i n g e x p e r i e n c e .

I graduate d from U . Pen n wi t h a Ma s t er o f A r c h i te c t u r e d e g r e e i n 2 01 6 . I o n c e w o r k e d as an Archite c t u r a l D es i gn er i n P a t t er n R + D a n d Gr a d u a te T e a c h i n g A s s i s t a n t i n U.Pe nn. During m y u n d er gr a d u a t e s c ho o l, I i n t e r n e d i n W o o ds Ba g o t a n d S CG Co .L td.

I also have m an a gem en t ex p er i en c es r u n n i n g a p a r a m e t r i c d e s i g n t u to r i a l w e b s i te

Jieming Jin

an d a portfolio t u t o r i a l s t u d i o . I c o n s i d er m y s e l f a s c o m p e t i ti v e n o t o n l y a s a de s i g n e r ,

www.penn.design www.jinjieming.com

dr afte r but also a s a lea d er i n t he f u t u r e.

EDUCATION

REFERENCES

MASTER OF ARCHITECTURE, U.PENN

ACADEMIC

Univ. of Pennsylvania | Aug.2015-Dec.2016

-Studio 704-Cecil Balmond

Cecil Balmond | Professor of Practice,U.Penn Ba lmond Studio, London, UK Unit 9,190a New Nor th R oa d, London N1 7BJ Tel: +44 20 7043 0651 Ema il: c b@ba lmondstudio.c om

-Studio 703-Ali Rahim, Ferda Kolatan

Ali Rahim | Professor, Director, U.Penn

-Studio 701-Simon Kim

210 South 34 th Str eet, Phila delphia , PA 1910 4 Tel: +1-(215)898-6520 Ema il: a lir @design.upenn.edu

S c ho l ar shi p A w arde d, Re n ewed Global Institute For Natural Advancement Fo u r t h- D i m e n s ion al Sp ace G e om e t ries St udy

Asset Architecture N o n- L i ne a r S y s t em De s ig n , Ve rt ical C it y Seoul Biennale 2016 Im m i ne nt Co mm on s

BACHELOR OF ARCHITECTURE, ZZU, CHN Zhengzhou Univ. | Aug.2010-Jun.2015 Fu l l U nd e r g r aduat e Sch olars h ip A warded

FLUOR INTERNATIONAL SCHOLARSHIP Fluor Corporation | Aug.2010-Jun.2015 In R e c o g ni t i o n of O ut s t an din g A ch ie vem en t s

SEVEN OFFERS FROM U.S UNIVERSITIES Scholarship Included | Mar.2015 M a st e r ’s A ppl i cat ion A cce p t ed b y 7 Un ivers it ies C o l u m bi a U ni v , U.PENN, WUSTL, UW- Se at t le , UI UC S ci - A r c , U . Fl o r i d a

PROGRAMS AutoCAD Revit MAYA R hi no G r assh o ppe r T - S pl i ne S ke t ch U p P ho t o sho p I l l u st r at o r I nD e si gn V - R ay M ax we l l Lumion P o we r po i nt Excel Word

Simon Kim | Tenure Professor, U.Penn 210 South 34 th Str eet, Phila delphia , PA 1910 4 Tel: +1-(617)368-0328 Ema il: simonkim@design.upenn.edu Ezio Blasetti | Lecturer, U.Penn 210 South 34 th Str eet, Phila delphia , PA 1910 4 Tel: +1-(215)898-6520 Ema il: ezio@design.upenn.edu bla setti@ ma eta design.c om

PROFESSIONAL Rodger Dalling | Global Director, WOODS BAGOT 20 Donghu R oa d, Suite 502, Sha ngha i, 2000 31 , Ch in a Tel: +86 21 8013 0500, Ema il: R odger .da lling@ w oodsba got.c om Jingjing Xu | VP, SCG Co. LTD N o.666, Da ming R oa d (E), Sha ngha i, China Tel: +86 137-0162-4848 Ema il: xujingjing@sc dr i.c om

PUBLICATION ASSET ARCHITECTURE ISBN 978-1-5323-1714-9 | Dec.2015 Pr ojec t: Penc il Tow er , Designed in Studio 70 1

PRESSING MATTER ISBN 978-0-9796087-6-6 | Nov.2016 Pr ojec t: Pla to Ac a demy, Designed in Studio 7 0 4

MANUAL FOR GRASSHOPPER(MANDARIN) Grasshopper Tutorial Manual | Aug.2014 This is a fr ee Ma nda r in ma nua lbook for gr a ssh o p p e r a nd pa r a metr ic design. I t ha s been dow nload e d f o r mor e tha n 20,000 times in China .

Jieming JIN

4 2 5 C h a p el St r e e t , A pt 2 4 06 At l a nt a , G A 3031 3 + 1 ( 2 1 5 ) - 4 5 0- 05 4 3 me @j i nj i e m i ng . c o m

M.A r c h | U.P enn

PROFESSIONAL EXPERIENCE

mi n g a ma z i ng @g m a i l . c o m

PROJECT PARTICIPATED

ARCHITECTURAL DESIGNER, PATTERN R+D

RESIDENTIAL

Residential Projects | May.2017-Aug.2017 A d d i t i o n/ A l t e r a t ion /Ren ovat ion t o ex is t in g h ouses B u i l d i ng P e r f o r man ce Sim ulat ion , A s - b uilt Draw ing S i t e S u r v e y , I R C C ode Re s earch B u i l d i ng /U D C /D em o Pe rm it t in g T e c hni cal D r a win g , C on s t ruct ion Docum en t at io n D e t ai l D r awi ng , Woodfram e Hous in g Des ig n , S e ct i o n D r a wi ng , Fram in g Plan Drawin g E l e c t r i ci t y P l an Drawin g

1416 Westmont Rd. SW, Atlanta, GA R enova tion, Addtion | Pa r tic ipa ted in a ll p h a s e s 1845 Merrimac Ct NE, Atlanta, GA Addtion | As-built Dr a w ing, Site Sur vey, Sit e Pla n 1484 Cheatham Hill Rd, Marietta, GA Addition, Alter a tion | Pla n, Eleva tion 1696 Flat Shoals Rd SE, Atlanta, GA R enova tion, Addition | Pla n, Site Pla n, Sec t io n 795 Fraser St SE, Atlanta, GA New H ouse Design | Pa r tic ipa ted in a ll phas e s 769,755,753 Fraser St SE, Atlanta, GA New H ouse Design | Site Pla n, As-built, Cod e Re s e a rc h 226 Farrington Ave, Atlanta, GA R enova tion | R ender ing, Photoshop 822 Argonne Ave, Atlanta, GA New H ouse Design | R ender ing, Photoshop 487 Woodrow Ave, Hapeville, GA Addition | Pa r tic ipa ted in a ll pha ses 4 3 5 S u m m e r fi e l d D r i v e , A l p h a r e t t a , G A R enova tion, Addition | Pa r tic ipa ted in a ll p h a s e s 0 Water Drive, Atlanta, GA R enova tion, Addition | Site, Sur vey, Pla n, Ele v a tio n 1430 Beatie Ave SW, Atlanta, GA New H ouse Design | Pa r tic ipa ted in a ll phas e s 1280 Oak Street, Atlanta, GA New H ouse Design | Pa r tic ipa ted in a ll phas e s 574 Holderness St SW, Atlanta, GA New H ouse Design | Pla n, UDC Per mit, CD, F ra min g 381 Haas Ave, Atlanta, GA R enova tion, Addition | Pa r tic ipa ted in a ll p h a s e s 1692 Terry Mill Rd, Atlanta, GA R enova tion, Addition | As-built, Eleva tion Dra w in g 1875 Flat Shoals Rd, Atlanta, GA R enova tion | Sec tion Dr a w ing 1875 Longdale Dr, Atlanta, GA R enova tion | As-built Dr a w ing 1832 Chapman Ave, East Point, GA R enova tion | Sur vey, As-built, Pr oposed Plan 531 Wabash Ave NE, Atlanta, GA R enova tion | Sur vey, As-built, Pr oposed Plan 2791 Rollingwood Ln SE, Atlanta, GA R enova tion, Addition | Sur vey, As-built, Plan , E le v a tio n s 1669 Carter Rd, Decatur, GA R enova tion | Sur vey, As-built, Pr oposed Plan 1982 Willa Dr, Decatur, GA R enova tion, Addition | Sur vey, As-built 0 Beecher St, Atlanta, GA New H ouse Design | Pa r tic ipa ted in a ll phas e s 130 Old Ivy, Atlanta, GA Addition | As-built 1615 Van Vleck, Atlanta, GA Addition, R enova tion | Sur vey, As-built

INTERN ARCHITECT, WOODS BAGOT Woods Bagot Studio Shanghai | Jul.2013 V anke - S hangh a i Proj ect an d Yan g o- Ret ail Proj ec t G r o u p d i sc u ssi o n of are a re n ovat ion an d t owe r design S ch e m a t i c d e si g n an d an alys is D i gi t a l m o d e l i ng us in g p aram e t ric- orien t ed s of tw a r e D i a g r am , d r awi ng s an d docum e n t at ion

INTERN ARCHITECT, SCG CO.LTD Shanghai SCG Co.Ltd | Jul.2014-Dec.2014 R e si d e nt i a l Co mm un it y Zh ouk an g h an g Proj ect S ch e m a t i c d e si g n , p lan an d s e ct ion drawin g D e t ai l e d d e si g n, ele vat ion an d con s t ruct ion dra w ing B u i l d i ng pe r f o r m an ce s im ulat ion s

WORKING EXPERIENCE TEACHING ASSISTANT, U.PENN Technology in Design | Aug.2016-Dec.2016 T hr e e L e c t u r e s ( 9h r) G iven Int e r a ct i v e D e si gn Tut orials an d We ek ly De s k - Cr itiques A r d u i no and G r a s s h op p er Te ch n ical Sup p ort

GRADUATE TEACHING ASSISTANT, U.PENN Summer Digi-Blast Studio | Aug.2016 N o n- L i ne ar S y st em De s ig n Tut orials D ai l y D e sk- Cr i t i ques M A Y A , G r assh o p p er, Vray, M ax we ll Te ch n ical Suppor t

FOUNDER, COB, SINGULARITY ARCH STUDIO Singularity ArchPortfolio | Apr.2015-Jun.2017 Ho st i ng o nl i ne w ork s h op s an d com p e t it ion s Ho st i ng e x h i bi t ion s for out s t an din g academ ic pr ojec ts P r o v i d i ng cr i t i q ues re g ardin g s t ude n t com p e t etion, acad e m i c d e si gn s , p ort folios S o f t wa r e t u t o r i a ls , in cludin g Ph ot os h op , Illus t ra tor , InD e si gn, R h i no & G ras s h op p e r, Vray, M axwell, Ma ya , etc .

IT PROGRAM EXPERIENCE FOUNDER, DESIGNER, PERSONAL WEBSITE www.Penn.Design

FOUNDER, GH&PYTHON TUTORIALS WEBSITE

www.Jinjieming.com W r i t i ng t u t o r i a l s an d g ivin g le ct urers b y s cree n str ea ming

SENIOR MODERATOR, LECTURER, ETOP LLC www.eeeetop.com B i gg e st Ch i ne se arch it e ct ural forum 2 60 k r e gi st e r e d m e m b ers

SKILLS

MULTI-FAMILY COMMUNITY Zhoukanghang Project, Shanghai, CHN SD, Tec hnic a l Dr a w ing, Eleva tion Design, C o d e Re s e a rc h

COMMERCIAL 1090 Duluth Hwy, Lawrenceville, GA As-built 9 E Broad St, Newnan, GA As-built, Eleva tion Vanke Shanghai, Shanghai, CHN Dia gr a m Dr a w ing, Tow er Design, CD Yango Retail, Shanghai, CHN SD, Dia gr a m Dr a w ing, Tec hnic a l Dr a w ing

Site Survey

Code R esea r c h

C o m pe t i t i o n

Conc eptua l Design

R e nd e r i ng

Sc hema tic Design

S e ct i o n D e t a i l i ng

Developed Design Constr uc tion Doc umenta tion Per mits a nd R egula tor y

D i a g r am M o d e l i ng

Jieming Jin M. A r c h | U.P en n

4 2 5 C h a p e l St r e e t , A pt 2 4 06 A t l a nt a , G A 3031 3 + 1 ( 2 1 5 ) - 4 5 0- 05 4 3 m e @j i nj i e m i ng . c o m mi n g a m a z i ng @g m a i l . c o m

Dear Hum an Re s o u r c e Ma n a ger , Hello, m y nam e i s J i em i n g J i n , a y o u n g C h i n e s e p r o fe s s i o n a l w i th o n e -y e a r w o r k i n g e x p e r i e n c e . I gradua t e d f rom the U nive r s i t y o f Pen n s y lv a n i a wi t h a M a s te r o f A r c h i te c t u r e de g r e e i n 2 01 6 . D u e to s o m e w o rkin g- re la t e d reasons, I just c ho s e t o r es i gn f r o m m y f o r m e r e m p l o y e r , a n a r c h i t e c tu r a l fi r m c a l l e d P a tt e r n R + D in At la n t a , an d I am curre n t ly t r y i n g t o a p p ly f o r a n o t h e r e n t r y -l e v e l A r c h i te c t u r a l D e s i g n e r p o s i t i o n . I am a Ch in e se ci tize n with a thr ee- y ea r S TE M O PT v i s a , wh i c h a l l o w s m e t o w o r k l e g a l l y i n th e Un i te d S ta te s fr o m Fe b- 13- 2 017 to F e b-12 -2 02 0. B ef o r e I s t a r t ed wo r k i n g a s a y o u n g p r o fe s s i o n a l , I w o r k e d w i th m y p r o fe s s o r s a s a G ra dua t e T eaching Assist a n t i n U . Pen n . My E n gli s h i s fl u e n t, a n d I a l s o k n o w t h e i n du s tr i a l r e q u i r e m e n ts fo r be in g a quali fie d Archite ctu r a l D es i gn er , s u c h a s p r o gr a m p r o fi c i e n c i e s a n d d e s i g n i n g s k i l l s . I f y o u r fi r m i s l ookin g for an i n te re sting, am b i t i o u s a n d r eli a b le y o u n g t a l e n t , I ’ m l o o k i n g fo r w a r d to j o i n i n g y o u r te a m .

Acade m ically, I a m s k i lled wi t h m a n y s o f t w a r e , a n d I ’ m a l s o g o o d a t d e s i g n i n g . On b e h a l f o f m y s o ft wa re profici ency and m y d es i gn a b i li t i es , I ha v e b een i n v i t e d t o w o r k a s a Gr a du a te T e a c h i n g A s s i s t a n t i n U.Pe n n for se mina r and de sign s t u d i o . I s t r o n gly b eli ev e t h i s c a n d e m o n s tr a te m y o u ts ta n di n g a c a d e m i c p e r fo r man c e s. I n ot on ly assiste d the s t u d en t s f o r t he t ec hn i c a l s u p p o r t b u t a l s o w a s a s s i g n e d l e c tu r e s a n d w e e k l y d e sk crit ique s to the te rm inal- y ea r m a s t er ’ s s t u d en t s . Th e p r o j e c ts I p a r t i c i p a t e d h a v e b e e n e x h i b i t e d i n th eat e rs or publ i she d in U .Pe nn ’ s y ea r b o o k .

As for the late st p r o f es s i o n a l ex p er i en c e, I j u s t fi n i s h e d w o r k i n g i n P a t te r n R + D . I w a s m a i n l y w o r kin g on h ousi n g proje cts as an A r c hi t ec t u r a l D es i gn er . F r o m c o de r e s e a r c h , s i te s u r v e y t o e x i s ti n g p l a n , fr o m p ropose d plan , construction do c u m en t a t i o n a ll t he wa y t o p e r m i t ti n g , I w a s fa m i l i a r w i th t h e w h o l e p r o c e s s a n d prac t ic e d my s kills a lot. How ev er , t her e wer e s o m e r ea so n s t h a t fi n a l l y c a u s e d m y r e s i g n a t i o n . M o s t i m p o r t a n tly, in Pa t t e rn R+ D I was using R hi n o t o m a k e a ll t he t ec h n i c a l dr a w i n g s b u t n o t R e v i t o r A u t o CA D . Fr o m m y pe rspe ct ive , Rhino is e asie r f o r m o d eli n g i n c o n c ep t u a l d e s i g n , b u t th e e ffi c i e n c y a n d c o l l a b o r a t i o n w i t h o th er profe ssion s f or using Re vit i n d ev elo p ed d es i gn i s i n co m p a r a b l e . M o r e o v e r , I th i n k a s a y o u n g p r o fe s s i o n a l , I sh ould be ac ting like a spo n ge t o a b s o r b a s m u c h k n o w l e dg e a s I c a n , a n d I s h o u l d b e s ta n di n g i n th e tr e n d of t h e in dustry. I be lie ve I c a n d o m o r e t ha n hi s t o r i c h o u s i n g a n d r e n o v a ti o n p r o j e c ts , a n d I w o u l d p r e fe r t o work in a Rhino-Re vit wor k flo w fir m . A m o n g o t her r e a s o n s , I d e c i de d to r e s i g n a n d fi n d m y n e x t j o b .

During m y unde r gr a d u a t e s c ho o l, I o n c e w o r k e d a s a n i n t e r n a r c h i te c t i n a n i n t e r n a ti o n a l a r c h it e ct ural firm ca lle d Woods Ba go t i n 20 13, a n d a n o t her C h i n e s e c o r p o r a t i o n c a l l e d S h a n g h a i Co n s t r u c ti o n Gr o u p Co.Lt d. I wa s responsible for s c hem a t i c d es i gn , d i a gr a m d r a w i n g a n d de v e l o p i n g c o n c e p t u a l m o de l s . A fte r t h e in t e rn sh ips, I re ce ive d a le tt er o f r ec o m m en d a t i o n f r o m th e Gl o b a l D i r e c t o r o f W o o d s Ba g o t, M r . R o dg e r D a l l i ng, an d an ot h er one from the v i c e p r es i d en t o f t he S C G , M r . X u Ji n g j i n g . Fr o m t h e i r o b s e r v a t i o n s , t h e y b o th b e l ie ve t h at I will b e a good “ pe op le” p er s o n i n t he f u t u r e. I ’ v e a l s o fo u n d m y o n l i n e b u s i n e s s i n m y fo u r t h y e a r , wh e re I ga in e d my m anage m e n t s k i lls a n d lea r n ed ho w t o d e a l w i th th e c l i e n ts . I c o n s i de r m y s e l f a s a c o m p e t i tive applic an t not only as a des i gn er , d a f t er b u t a ls o wi t h l e a de r s h i p q u a l i t i e s a n d m o r e p o t e n t i a l i ti e s .

I since re ly hope y o u c o u ld p r o v i d e m e wi t h a n o p p o r t u n i t y to ta l k a b o u t m y s e l f. I w o u l d a l s o a p pre ciat e if we ca n ke e p in touc h i f t her e’ s n o c u r r en t o p e n i n g i n y o u r fi r m .

T hank you for sp en d i n g y o u r t i m e t o r ea d my c o v e r l e tt e r . I ’ m l o o k i n g fo r w a r d to h e a r i n g b a c k fr om you.

S i nce re ly, J i em ing Jin

Platonic Academy The Fourth Dimensional Space Geometry Studies PennDesign|Jan. 2016|Algorithmic Design Modeling, Rendering, Scripting, Programming

The project is located in the ancient historical relics of the ancient Plato Academy. Plato was one of the most outstanding philosopher in human history. According to the Allegory of the Cave theory, one most the most famous theories from Plato, we try to use light as the form of good. In the atrium, the light can come down and reflect to the bottom part, which represents the light and the cave.

Also, we tried to use the Perfect Shape from Plato's theory system and moreover, we did a research on the higher dimensional space Platonic Geometry. You can find a mathmatical research essay about how to calculate the coordinates of Platonic Geometries in fourth dimensional space and videos at jieming.penn.design.

Atrium Rendering

PennDesign Arch 704 Advanced Design Research Studio Global Institute for Natural Advancement Spring 2016 University of Pennsylvania Dept of Architecture instructors: Cecil Balmond Ezio Blasetti teaching assistant: Shengkan Zhang design team: Jieming Jin Wei Chen

Sites: The Institute operates through a network of locations around the globe.

Several new sites have been acquired for its expansion, each with a respective area of focus: • One of the sites is located in close proximity to the archaeological site of the Platonic Academy in the center of Athens. In collaboration with the modern Academy of Athens, the new center will pursuit the Advancement of Formal Studies (Logic, Mathematics, Systems Theory). In addition, the center will host an annual interdisciplinary symposium, which will celebrate advancements in the different scientific fields.

• On October 21st of 1993, the Congress of the United States of America canceled one of the most ambitious scientific projects of the time, namely the Superconducting Super Collider (SSC) after $2 billion had been spent.

The remaining infrastructure of the project (also nicknamed Desertron) and its future expansion will serve as the center for the Advancement of Natural Studies (Physics, Chemistry, Geology etc).

• The center for Advancement of Space and Life Sciences will be located in the expansion of the building complex adjacent to the Arecibo Observatory in Puerto Rico. The Observatory houses the largest and most sensitive radio telescope, which was built more than half a century ago. It is still operational and sponsored by the National Science Foundation.

• The Hashima Island commonly called Gunkanjima is an abandoned island in Nagasaki Prefecture in southern Japan. The island was known for its undersea coal-mines and it operated as an industrial site from 1887 to 1974. It was formally approved as a UNESCO World Heritage site in July 2015. The site will be re-appropriated as the center for the Advancement of Applied Sciences.

• The Institute has an extensive on-line archive destined for the collaboration and exchange of its resident scholars and faculty. The Archive provides open source access to all of its entries as well as a medium for meta-data extraction and processing. The data is physically stored in collaboration with corporate and governmental data centers in various locations around the world. The primary design challenge in the manifestation of the archive is its organization and virtual interface access.

Component Parameters

Ground Plan

Section

3D Printing

Archaeology Site

Rendering

Model Photos

Pencil Tower PennDesign|Sep. 2015|MAYA Modeling, Rendering,Section,Technique Research

Recently, with the blooming population of New York City, as well as the increasing number of immigrants, the city is forced by the aging issue. We can’t just make the problem ended up with immigrating these group of people to Los Angeles where seems to make them enjoy sunshine, beach and pretty weather. The aged have their friends in New York. Life is tough without social relations. Thus it’s more realistic to provide housing inside Manhattan, the aged could retiring in the city.

For sake of the aged people’s limited abilities to move, the tower would provide clinics, gym, haute couture, shopping mall, museum, and theater, etc. In addition, the tower would have spaces function as hotels in case the aged people’s family or friends want to live together with them, also provide space as volunteer center to arrange the volunteers helping the living of the old and studios, if they have their career to achieve.

Perspective Rendering

Part F Platform Restaurant

Part E Apartment

350m Plan Part D Apartment

Part C Residence

130m Plan

Part B Public Area

Part A Plaza Luxury Retail

Photo

Elevation

Section

30m Plan

Streetview Rendering

Cheonggyecheon Climate Generator -Seoul Biennale 2017 PennDesign|Sep. 2016-Present|MAYA Modeling, Rendering, Drawing

Cheonggyecheon, a typical tourism city in Seoul. It derived from the local industrial economic structure, and gradually changed into tourism. The water in Cheonggyecheon River is pumped in. Most of the salesmen are Chinese speaking Korean and pretend to be Korean to sell souvenirs. For decades, the city lives in the confliction between the local context and the benefits from the tourist. Thus, I designed this climate lab. It can change the weather to be more ceremonial, or exaggerate the weather. To reshape and generate new climate, like rainbow everyday, it can attract more tourists and bring benefits for local people.

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1. Sunshine Collector 2. Lounge 3. Living Room 4. Legs 5. Suspension System 6. Conference Room 7. Water Container 8. Lab 9. Water Pipes(Downstair) 10. Water Vaporizer 11. Water Sprayer

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Lab Interior Rendering

Conceptual Collage

E-Motion PennDesign|Sep. 2015| Brain Scanner+Arduino+Grasshopper Video : http://jinjieming.penn.design/emotion/

No one can live alone in this world; we constantly interact with one another and sometime in our lives, we wonder what the other person is feeling and what kind of emotion the person is going through. Can an individual experi- ence another individual’s emotion? The project ‘E-motion’ (experiencing emotion through motion) deals with one person understanding one other person’s mind-state. By translating the data of mind-state into a physical form, which alters, depends on the data, two people can share the experience without expressing it directly.

Arduino

Servo

Data Analysis Brainwave

Motion

Motion

Dream Incubator IDeA Competition, In Progress, Market Place Design, Team Leader with Heng Gu(WUSTL), Mingming Han PennDesign|Jan. 2017

People who live in the city come and go to the market place everyday for food purposes. After the rush hours, normally happened in the afternoon, the market place is just like a smaller scaled zombie city, empty and gloomy. Sadly, for many poor families who do their business here, the parent cannot even provide their children a neat place to learn, to read, to sleep. With drity water on the ground, stink smell in the air, it is not hard to imagine how uncomfortable this environment is for the kids who live there with their parents to study. Comparing with the students living in the city, the market-kids do not have any good condition to study hard. If they keep studying in such an environment that not suitable for studying, how could they possibly get rid of the poverty, be one of the wealthy people and enter a higher class of society?

This competition aims at a normal market place located in one of the refugee campion in Berlin. We took advantages of the exsisting steel-frame market but added the different modules for both living, studying and selling activities. By using the gearing system in the rush hour, the module can be lifted over head to create public space for selling food and also keep the moisture away. The child can learn in the module in a relatively separated condition.

Every single child, apart from what family they were born and what parental support they can get, they deserve the same opportunity to enjoy their childrenhood, and the same opportunity to study to change their future. We wish by doing so, we can bring a better world for the children, and dignities.

Contemplation Box Student Competition, Team Leader with Ruige(HKU),Shuo(Penn) PennDesign|Apr. 2017

The Contemplation Box is in Nagano, Japan, surround by a forest. Our team wants to create a place that is relatively isolated from the civilization of the society. People can come in, feel a new spatial experience. They can make a prayer, calm down and concentrate on their inner hearts. Their sins get washed away, and their spirits get refreshed and purified.

Thus, we hope people can get prepared before they came back to their normal life.

The project is consisted by five cells. Three are single-person sized, individual contemplation place while the other two serve as group activities like mental therapy and anonymous group meeting.

One of the design proposals we did was to work with the sunlight. We create the moonroofs on the roof and at the public atrium so during the daytime the sunlight will come in through the moonroof to create a heavenly atmosphere. When it’s night, the people can see the stars in the sky, feel the quiet of the forest, the sound of the stream, and sense the feeling of nature.

We also lifted the whole architecture up for four meters to make it closer to the sky for better dissolving in the context of canopies.

People on the ground level will gain curiosities and be attracted to the internal floor. They will unconsciously involve into the new space, just like the architecture dissolves in the forest quite seamlessly.

Parametric Housing Zhengzhou Univ.|Aug. 2013|Algorithmic Design Modeling, Rendering,Scripting,Programming

This project is located in a rural area in Henan Province, China. The existing houses can no longer fulfill the residents' expectation and requirements since the houses were built more than sixty years ago and were in poor quality. Based on the research I did, I generated a prototype in Python. The program can give outputs according to the variables, such as the location of each house, the owner's generation in their family, and their main economic structure as farming or light industry. The results being given as prototypes, the whole village got renovated.

ARKxSITE Competition, In Progress, Team Leader with Songkai Liu(GSAPP), Huiru Yang PennDesign|Jan. 2017

Building Performance Simulation PennDesign|Dec. 2016|Instructor:Mostapha S. Roudsari Grasshopper, Ladybug, Honeybee

ULI Competition PennDesign|Jan. 2016|Modeling, Conceptual Design

Hotel Design Zhengzhou University|Individual Work|Sep. 2012 Revit|Modeling|Drawing Autodesk Forge API|Explode Animation

Revit Rendering

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Standard Level Plan

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Section 1

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24.800

21.200

21.200

17.600

17.600

14.000

14.000

10.400

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9.650

9.650

5.200

5.200

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标高 11

标高 10

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North Elevation 21

标高 11

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35.600

35.600

32.000

32.000

28.400

28.400

24.800

24.800

21.200

21.200

17.600

17.600

14.000

14.000

10.400

10.400

9.650

9.650

5.200

5.200

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标高 11

标高 10

标高 9

标高 8

标高 7

标高 6

标高 5

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South Elevation

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Zhoukanghang Residence SCG Co.Ltd|Intern Architect|Nov. 2014 Revit + CAD Drawing|Modeling

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48000 Level 18

Level 18

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48000

Level 18

48000

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45000 Level 17

Level 17

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45000

45000

45000

Level 16

Level 16

42000 Level 16

Level 16

42000

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Level 16

42000

42000

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39000 Level 15

Level 15

39000

39000

Level 15

39000

39000

Level 14

Level 14

36000 Level 14

Level 14

36000

Level 14

36000

36000

36000

Level 13

Level 13

33000 Level 13

Level 13

33000

33000

Level 13

33000

33000

Level 12

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30000 Level 12

Level 12

30000

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30000

30000

30000

Level 11 Level 11

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27000

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27000

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Level 10 Level 10

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24000

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Level 9

Level 9

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21000

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Level 8

Level 8

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18000

18000

18000

Level 6

Level 6

Level 6

15000

15000

15000

Level 5

Level 5

Level 5

12000

12000

12000

Level 4

Level 4

Level 4 9000

9000

Level 3

9000

Level 3

6000

Level 3

6000

Level 2

6000

Level 2

Level 2

3000

3000

Level 1

15 6

Level 10

3000

Level 1

0

0

Building A-Revit Rendering

Building B-Revit Rendering

Residential Community Rendering

Level 1

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40 41 32

54 42

44

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Level 10

24000

24000

Level 9

Level 9

21000

21000

Level 8

Level 8

18000

18000

Level 6

Level 6

15000

15000

Level 5

Level 5

12000

12000

Level 4

Level 4

9000

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Level 3

6000

6000

Level 2

Level 2

3000

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Level 1

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First Floor Plan 1:100

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Vanke-Shanghai Woods Bagot|Intern Architect|Jul. 2012 Form Design|Rendering|Schematic Design

Yango-Retail Woods Bagot|Intern Architect|Jul. 2012 Diagram|Modeling|Rendering|Technical Drawing

Yango-Retail Woods Bagot|Intern Architect|Jul. 2012 Diagram|Modeling|Rendering|Technical Drawing

226 Farrington Ave. Pattern R+D|Architectural Designer|May. 2017 Rendering|Photoshop

822 Argonne Ave. Pattern R+D|Architectural Designer|May. 2017 Rendering|Photoshop

18X18X8 CONC. BLOCK

4'-0"

SLOPE 1/4"/FOOT T

4'-0"

5.

NEW VENT FAN W/

6.

3'-0"

A1

36'-3"

GARAGE

2'-3"

2'-3"

15'-4"

3'-0" A1

B1

3'-0" 2'-3 1/2"

3'-0" 2'-6"

8"

5" 3'-0"

10'-7 1/2"

3'-10"

12'-0"

12'-0" 8'-6 1/2" 5'-11"

3'-0"

REAR PORCH

A6.02

6'-10 1/2"

A1.01

13'-10 1/4"

4'-2"

4'-0"

4'-0"

4'-0"

16'-5" 6'-4"

19'-8"

16'-5"

58'-3 1/2"

6'-4"

N

71'-6"

N 1 A2.04

SCALE: 1/4" = 1'-0"

BRICK CHIMNEY BRICK PER IRCCHIMNEY 2012 PER IRC 2012 R1003.9 R1003.9

12 12

DECORATIVE PANEL DECORATIVE PANEL HARDI SIDING, TYP. HARDI SIDING, TYP. HARDI TRIM, TYP. HARDI TRIM, TYP.

12

12 12

DECORATIVE PANEL

12

12 12

50 Hurt Plaza SE 12 12 Atlanta, GA 30303

HARDI SIDING, TYP.

TOP OF GARAGE ROOF 9'-2 3/4" 9'-2 3/4"

A6.02

NEW ASPHALT NEW ASPHALT SHINGLE ROOF TO SHINGLE ROOF TO MATCH EXISTING MATCH EXISTING

HARDI TRIM, TYP.

NEW ASPHALT SHINGLE ROOF TO MATCH EXISTING

9'-2 3/4"

TOP OF ROOF

DETAILS

ELEV. 20.00 ELEV. 20.00 BR. HT. BR. HT.

13'-9 1/4"

ELEV. 29.23 ELEV. 29.23 TOP OF GARAGE ROOF TOP OF GARAGE ROOF

ELEV. 29.23

ELEV. 31.79

Pattern r+d

12 12

SCALE: VARIES

ISSUES PERMIT SET

07.05

BRICK CHIMNEY PER IRC 2012 R1003.9

ELEV. 31.79 ELEV. 31.79 TOP OF ROOF TOP OF ROOF

c COPYRIGHT 2017

2'-63/4" 3/4" 2'-6

A1.01

ELEV. 31.79

22'-2 1/2"

71'-6" SCALE: 1-1/2" = 1'-0"

1 FIRST FLOOR PLAN - NEW - 1723 SF A2.04 SCALE: 1/4" = 1'-0" 1 FIRST FLOOR PLAN - NEW - 1723 SF

1

TOP OF ROOF

58'-3 1/2"

1

1

NEW WINDOW 1 NEW WINDOW MATCH EXIST. MATCH EXIST. DECORATIVE PANEL DECORATIVE PANEL

1

NEW WINDOW MATCH EXIST.

1

1 1

1 1

1 1

1 1

BR. HT.

1X6 WD. TRIM 1X4 WD. SMOOTH SIDING

STANDING SEAM MTL. ROOF, TYP STANDING SEAM MTL. ROOF, TYP

DECORATIVE PANEL ELEV. 10.00 ELEV. 10.00 BR. HT. BR. HT.

STANDING SEAM MTL. ROOF, TYP

12 12 12

ELEV. 10.00

10'-0" 10'-0"

E E

E

E

E

ELEV. 10.00 BR. HT.

3

E E

E

E E

E E

E E

E E

E

10'-0"

10'-0"

E

3 3

6

12

BR. HT.

ELEV. 0.00 ELEV. 0.00 FIRST FLOOR FIRST FLOOR ELEV. 0.00

NEW WD. RAILING NEW WD. RAILING

FIRST FLOOR

NEW WD. RAILING

1X6 WD. BASE BOARD

11

1 A2.03

1X6 WD. BASEELEV. BOARD 0.00 1X6 WD. BASE BOARD FIRST FLOOR

NEW WD. COLUMN, TYP. NEW WD. COLUMN, TYP.

NEW WD. COLUMN, TYP.

FRONT FRONT ELEVATION ELEVATION (NORTH) (NORTH) -- NEW NEW

SCALE: 1/4" = 1'-0" A2.03 A2.03 SCALE: 1/4" = 1'-0"

FRONT ELEVATION (NORTH) - NEW

BRICK CHIMNEY BRICK PER CHIMNEY IRC 2012 PER IRC 2012 R1003.9 R1003.9

SCALE: 1/4" = 1'-0" ELEV. 33.77 ELEV. 33.77 TOP OF ROOF TOP OF ROOF

4'-6 1/2"

M.E.P. & F.P.

ELEV. 31.79

10 10

12 12

12 12

10 10

10 10

12 10

12

12 12

10 10

12 10

10

9'-2 3/4"

12 12

11'-9 1/2"

HARDI SIDING, TYP. HARDI SIDING, TYP. HARDI TRIM, TYP. HARDI TRIM, TYP.

9'-2 3/4" 9'-2 3/4"

12

1X6 WD. SMOOTH SIDIN 1X6 WD. SMOOTH SIDI

TOP OF ROOF

ELEV. 29.23

10

6 6

NEW ASPHALT SHINGLE ROOF TO MATCH EXISTING

DECORATIVE PANEL

TOP OF GARAGE ROOF

HARDI TRIM, TYP.

12 12

STRUCTURAL

ELEV. 29.23 ELEV. 29.23 TOP OF GARAGE ROOF TOP OF GARAGE ROOF

HARDI SIDING, TYP.

1X6 WD. TRIM 1X6 WD. TRIM 1X4 WD. SMOOTH SIDIN 1X4 WD. SMOOTH SIDI

NEW ASPHALT NEW ASPHALT SHINGLE ROOF TO SHINGLE ROOF TO MATCH EXISTING MATCH EXISTING

DECORATIVE PANEL DECORATIVE PANEL

BRICK CHIMNEY PER IRC 2012 R1003.9

4'-6 1/2" 4'-6 1/2"

ELEV. 33.77 TOP OF ROOF

1X6 WD. SMOOTH SIDING

Project Number: 125.17

10'-0"

1

10'-0"

10'-0" 10'-0"

BR. HT.

1 1

ALPHARETTA, GA, 30022

ELEV. 20.00 1 1

435 SUMMERFIELD DRIVE

ELEV. 20.00

CHRISTINA AND BRIAN PORZIO

SCALE: 1-1/2" = 1'-0"

19'-8"

DECK & FOUNDATION FOOTING DETAIL

NOT FOR CONSTRUCTION

4

POCKET DOOR

6'-11 1/4"

A1

4'-2"

4'-0"

4'-0"

4'-0"

22'-2 1/2" 6'-10 1/2"

CLOSET DOOR

8'-8"

ARCH 4'-0"

2X LEDGER BOARD

FLOOR SECTION DETAIL

BATHROOM DOOR

F

3'-0" 5" 2'-0" 4"

JOIST HANGER 4'-0"

BEDROOM DOOR

D

53'-10 1/2"

13'-10 1/4"

2'-6" 2'-1 1/2"

6'-11 1/4"

B1

3'-0"

WD. DECK

FOUNDATION WALL

A6.02

6'-0"

3

CIVIL A1

4'-4"

13'-3"

2X FLOOR OR I-JOIST

2X4 TOP PLATE

5

5"

5" 2'-0" 4" 2'-3"

6'-0" 3'-0"

1/2" DIA. THROUGH-HEX HEAD BOLTS WITH REAR PORCH WASHERS

WD. DECK

R-30 BATT

1

4'-4"

13'-3"

1/2" DIA. THROUGH-HEX HEAD BOLTS WITH WASHERS

3'-0"

PANTRY

M.E.P. & F.P.

A1

JOIST HANGER

Project Number: 075.16

10'-6 1/2" 2'-5"

3'-0 1/2"

REF. 14'-3 1/2"

MASTER SUITE

3

2'-10"

3'-0"

2X10 WD. DECK JOIST

2'-0"

EXTERIOR DOOR

B

2'-4 1/2" 10"

2'-3"

3'-0"

3'-5 1/2"

A

C

2'-10"

3'-0"

DOOR TYPES

2 5

STRUCTURAL

DW

A1

DECK JOIST

3'-0"

7'-2"

C1

13'-8"

5'-11"

1

C1

VF

13'-10 1/2"

2'-3 1/2"

2'-6"

CONT. FLASHING A4.01 WITH DRIP EDGE

6'-6"

2'-6"

5'-3"

REMOVE SIDING AT LEDGER BOARD PRIOR TO INSTALL 1

DW STORAGE (BELOW)

H. 2 ALL CONSTRUCTION S WORKMANLIKE MANN A2.04 CONSTRUCTION PRAC OR DAMAGED MATER BE REPLACED.

4

2'-6"

5'-11 1/2"

13'-10 1/2"

8"

2 MASTER CLOS.

3'-0"

3'-0"

5 1/2" 3'-0" 9'-8 1/2"

2'-4 1/2" 10"

15'-4"

A1

4'-10 1/2"

CONTRACTOR SHALL ADEQUATE STRUCTUR LOADS DURING ALL P INCLUDING, BUT NOT BRACING OR WALL FR FLOOR LOADS AND LA BRACING OF TRUSSES SUBSEQUENT CONST CONDITIONS AS DICTA CONSTRUCTION PRAC

22'-0"

2'-10"

1

KITCHEN

G.

15'-8"

22'-0" 2'-10 1/2"

8'-8"

CLOS.

D2

3'-6"

MASTER SUITE

6'-4"

2'-4 1/2"

1

3'-6"

3'-6"

3'-6"

5

A4.01

(BELOW)

11'-4 1/2"

3'-0"

15'-8"

CONTRACTOR SHALL CONSTRUCTION SAFE

2

2'-0" B1

11"

WHERE CONFLICTING THESE PLANS AND OT THE MORE STRIGENT

F.

A2.04

4'-5 1/2"

3'-5 1/2"

7'-2"

DINING 3'-0"

2

5'-9 1/2"

7'-9 1/2"

VF

4

5 C1 LINE OF LOFT ABOVE

13'-8"

KITCHEN

7'-8" BATH

27'-3"

PANTRY

1

3'-4"

C1

DINING

2'-6"

VF

ALL CONSTRUCTION S THESE PLANS, THE IN CODE (IRC 2012) AND MANUFACTURERS' IN

D.

3'-0"

4

2'-6"

REF.

D2

1'-1"

11"

14'-3 1/2"

2'-0"

3'-6"

4'-8"

2'-10 1/2"

5'-3"

6'-4"

11'-9"

5'-11 1/2" 1'-7"

C1

2'-1 1/2"

MASTER CLOS.

LIVING 4'-5 1/2"

2'-5"

27'-3" 2'-6"

2'-6"

10'-2"

2'-6"

9'-0" 2'-8"

1'-7"

EXISTING HOUSE WALL STUD CLOS. STORAGE

c COPYRIGHT 2017

10'-6 1/2"

5'-11"

2'-0"

3'-0"

2'-9"

7"

2'-8"

HVAC

A1

3'-0"

18'-6"

PORCH

2'-10"

2'-6"

1'-10"

4'-10 1/2" EXISTING 2X OR EWP BAND6'-6" BOARD

3'-2 1/2"

3'-0"

9'-8 1/2"

14'-3 1/2"

B1

3'-6"

3'-0"

2'-6"

2'-6"

7'-0 3/4" 3'-0" 1'-1"

3 D2

11'-0" 5'-0 1/2"

18'-1 1/2"

3'-0" 1'-1"

DETAILS

1

3'-4" 1'-3" UP C2 2'-8"

EXTERIOR SHEATHING 5

3'-0"

SCALE: VARIES

1'-1"

LINE OF LOFT ABOVE

WATER HEATER

3'-2"

3'-0"

50'-0 1/2" 11'-0"

3'-0"

CLOS.

B1 8'-1 1/2"

1'-3"

5 1/2" 3'-0"

13 R @ 7.75" 12 TR @ 10"

11'-4 1/2"

B1

D2 2'-4"

D2

BEDROOM 2

A6.02

5

UP

BATH

VF

2

3'-0"

2'-10 1/2"

3'-0"

42'-10 1/2"

1'-3"

NEW FIREPLACE

1

HVAC

4'-8"

2'-10 1/2"

3'-0"

BATHROOM

7'-8" 2'-6"

4

1

3'-2 1/2"

2'-6"

B1

8'-1 1/2"

50 Hurt Plaza BEDROOM SE 2 Atlanta, GA 30303 3

1'-7"D

LAUND. ROOM C1

Pattern r+d

1X6 TREATED WD. DECKING BOARDS

2'-8"

18'-6" 6'-1"

LIVING

2'-9"

7"

1'-2 1/2"

1'-7"

6'-5 1/2" NEW FIREPLACE

3'-0"

2'-8"

W 2'-8"

1'-10"

2'-6" 3'-2"

C2

D2 2'-4"

3'-0"

VF

BATHROOM 16'-11"

WATER HEATER

5'-9 1/2"

10 1/4"

1'-3"

3'-0"

2

14'-3 1/2" C1

5'-11"

9'-0"

8'-1 1/2"

9'-9" 2'-0"

3'-0" 1 1/2" 2'-0"

3'-0" 2'-6"

LAUND. ROOM

D

11'-9"

3'-0"

2'-4 1/2"

2'-0" 2'-6"

1-1/2" = 1'-0"

B1 CLOS.

1'-3"

A1

3 VFSCALE:

6'-5 1/2" 13'-4 1/2"

6'-10 1/2"

3'-0"

1'-3"

5'-0 1/2"

10'-6"

8'-1 1/2"

3'-0" 1 1/2" 10 1/4"

W

3'-0"

9'-11"

1

3'-0"

50'-0 1/2" 18'-1 1/2"

1'-2 1/2"

3'-0"

GIRDER TO POST CONNECTION

2

13 R @ 7.75" 12 TR @ 10"

1/2" HEX HEAD THROUGH BOLTS W/ WASHERS

1

A6.02

16'-11"

7'-0 3/4"

2X10 LEDGER BOARD CONT. FLASHING WITH DRIP EDGE

SIMPSON DTT2Z AT EACH END OF DECK AND AT 4'-0" ON CENTER BETWEEN EXTEND OF BLOCKING 6FT MIN

5'-9"

6'-1" 5 1 BEDROOM

CLOS.

SCALE: 1-1/2" = 1'-0"

DECK

C1

D2

13'-4 1/2"

A2.03 6'-10 1/2"

CLOS.

DECK & FOUNDATION FOOTING DETAIL

INTERIOR

3 BEDROOM 1

2 2X LEDGER BOARD

3'-0"

2'-6"

D2 ARCH

JOIST HANGER

7'-9 1/2"

A2.03

SCALE: 1-1/2" = 1'-0"

2'-6"

DECK & FOUNDATION2 FOOTING DETAIL 9'-9"

2 A6.02

FOUNDATION WALL

42'-10 1/2" 3'-0"

9'-11" 22'-3 1/2"

10'-2"

10'-6"

R CONNECTION

3'-0"

5'-9"

3'-0"

2'-0"

8'-2"

6X6 TREATED WD. POST

22'-3 1/2" 10'-2"

1/2" DIA. THROUGH-HEX HEAD BOLTS WITH WASHERS

2X FLOOR OR I-JOIST

27'-7 1/2"

PORCH

10'-2"

CIVIL

SAFETY GLAZING S FOLLOWING AREAS A. SLIDING OR SWIN B. TUB AND/OR SH GLAZING IN WALLS STANDING SURFAC C. GLAZING WITHIN A DOOR. E. GLAZING WITHIN F. ANY INDIVIDUAL

E.

Elmhurst Capital

NEW WD. COLUMN, MATCH EXISTING

8'-2"

DECK JOIST

C.

A1

6'-4"

11'-11 1/4"

3'-0 1/2"

11'-11 1/4"

ATLANTA, GA, 30310

12'-8 1/4"

NEW WD. COLUMN, MATCH EXISTING

3'-0"

42'-10 1/2"

CONT. FLASHING WITH DRIP EDGE

NOT FOR CONSTRUCTION

6'-4"

11'-11 1/4"

8'-6 1/2"

1430 BEATIE AVENUE SW

12" MIN.

EXISTING 2X OR EWP BAND BOARD

65'-2"

3'-10"

42'-10 1/2" 11'-11 1/4"

EVERY SLEEPING R OPERABLE EGRESS THAN 5.7 SQ .FT. AN WITH THE SILL NOT THE FLOOR.

A1

65'-2"

12'-8 1/4"

M.E.P. & F.P.

53'-10 1/2"

REMOVE SIDING AT LEDGER BOARD PRIOR TO INSTALL

27'-7 1/2"

COMPACTED FILL EXTERIOR SHEATHING

EXISTING HOUSE WALL STUD

SMOKE DETECTORS LOCATIONS REQUIR RECEIVE THEIR PRI BUILDING WIRING A WITH A BATTERY BA

B.

36'-3"

A1

GARAGE

10'-7 1/2"

A2.03

3'-0"

A.

GIRDER

1

24'-3"

1 A2.03

18'-0"

NOT FOR CONSTRUCTION

SIMPSON STRONG TIE AC6 POST CAP

STRUCTURAL

2"X10" WD. JOIST SOUTHERN PINE #2

RAILING 42" HIGH, T

GENERAL NO

ATLANTA, GA, 30310

18X18X8 CONC. BLOCK

2"X10" WD. LEDGER BOARD SOUTHERN PINE #2

2'-6 3/4"

EGRESS WINDOW S 24" CLEAR OPENIN OPENING WIDTH OF

10'-7 1/2"

ISSUES PERMIT SET

06.26

Project Number: 075.16

ANCHOR BOLT

4

GFCI PROTECTION I

3.

PRE- MANUFACTURED POST BASE WITH CAST-IN-PLACE ANCHOR

6X6 TREATED WD. POST

A6.02

COMBINED SMOKE DETECTOR.

2.

4'-0"

Pattern R+D|Architectural Designer|Jul. 2017 New Addition|Participated in all phases

JOIST HANGER USE CONCEALED FLANGE HANGER AS REQUIRED BY CONDITION OR PROJECT SCOPE

1.

4.

10'-7 1/2"

SCALE: 1-1/2" = 1'-0"

KEY PLAN N

15 R @ 7.75" 14 TR @ 10"

UP

4'-0"

GIRDER TO POST CONNECTION

UP

24'-3"

A6.02

22'-0" 15'-11" 15 R @ 7.75" 14 TR @ 10"

18'-0"

1

TAIL

22'-0" 15'-11"

Elmhurst Capital

435 Summerfield Dr.

6X6 TREATED WD. POST

1430 BEATIE AVENUE SW

COMPACTED FILL

CIVIL

ELEV. 20.00 ELEV. 20.00 BR. HT. BR. HT.

ARCH

ELEV. 20.00

ELEV. 20.00 1 1

1

1

1

1

1 1

1 1

1

1 1

1

1 1

STANDING SEAM MTL. ROOF, TYP

ELEV. 10.00 ELEV. 10.00 BR. HT. BR. HT.

1 1

1 1

3 3

NEW ASPHALT SHINGLE ROOF TO MATCH EXISTING

1X4 WD. SMOOTH SIDING

NEW ASP NEW ASP SHINGLE SHINGLE MATCH E MATCH E

12 12

1X6 WD. SMOOTH SIDING 1X6 WD. SMOOTH SIDING

1X6 WD. SMOOTH SIDING

12

ELEV. 10.00

3

BR. HT.

BR. HT.

1X4 WD. SMOOTH SIDING 1X4 WD. SMOOTH SIDING STANDING SEAM STANDING MTL. ROOF,SEAM TYP MTL. ROOF, TYP

1

ELEV. 10.00

1 1

1

10'-0"

10'-0"

10'-0" 10'-0"

BR. HT.

BR. HT.

10'-0" 10'-0"

E E

10'-0"

10'-0"

E

Pattern r+d

ELEV. 0.00 ELEV. 0.00 FIRST FLOOR FIRST FLOOR

50 Hurt Plaza SE, STE 0655 Atlanta, GA 30303 ELEV. 0.00

ELEV. 0.00

SCREEN DOOR SCREEN DOOR

SCREEN DOOR 1X6 WD. BASE BOARD

22

2 A2.03

RIGHT ELEVATION (WEST) - NEW

RIGHT RIGHT ELEVATION ELEVATION (WEST) (WEST) -- NEW NEW

A2.03

SCALE: 1/4" = 1'-0" A2.03 A2.03 SCALE: 1/4" = 1'-0"

ELEVATIONS - NEW

SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0"

c COPYRIGHT 2017

FLOOR 1X6 WD. BASEFIRST BOARD 1X6 WD. BASE BOARD

FIRST FLOOR

KEY PLAN NOTES

ISSUES PERMIT SET

07.05

INSTALL 1" RIGID 1. COMBINED SMOKE AND CARBON MONOXIDE INSULATION AT DETECTOR.

CONTINUOUS BEAD OF SEALANT

BOTH HORIZONTAL AND

CONTINUOUS BEAD OF SEALANT

2.

ISSUES PERMIT SET

07.05

07.

INSULATED EXTERIOR STUD WALL

CONTINUOUS BEAD OF ADHESIVE

GFCI PROTECTION IN WET AREAS

VERTICAL POSITIONS

BLOCKING AS REQUIRED CONTINUOUS BEAD OF SEALANT

ASPHALT SHINGLE ROOF #30 ROOF FELT RIDGE CAP RIDGE BEAM

3. 3/8" EGRESS WINDOW SHALL HAVE A MINIMUM (LEAVE GAP FOR 24" CLEAR EXPANDING FOAM) OPENING HEIGHT AND A MINIMUM OPENING WIDTH OF 20" PER IRC R310.1-4

FLOOR TRUSS ASSEMBLY

EXISTING FLOOR1/4"/FOOT TO DRAIN 4. SLOPE ASSEMBLY

5.

ELEV. 33.77 INSTALL INTERIOR SHEATHING PRIOR TO INSTALLATION OF FINISH ENCLOSURE

NEW VENT FAN W/ LIGHT

CAVITY INSULATION

6.

CONTINUOUS BEAD OF SEALANT

RAILING 42" HIGH, TYP.

TOP OF ROOF

CONTINUOUS BEAD OF SEALANT

1" ZIP WALL SYSTEM R-3

E.

WHERE CONFLICTING INFORMATION EXISTS BETWEEN THESE PLANS AND OTHER REFERENCED REQUIRMENTS, THE MORE STRIGENT REQUIREMENT SHALL APPLY.

F.

CONTRACTOR SHALL COMPLY WITH THE MOST CURRENT CONSTRUCTION SAFETY REGULATIONS OF OSHA.

G.

CONTRACTOR SHALL BE RESPONSIBLE PROVIDING ADEQUATE STRUCTURAL SUPPORT OF CONSTRUCITON LOADS DURING ALL PHASES OF CONSTRUCTION INCLUDING, BUT NOT LIMITED TO, FOUNDATION BACKFILL, BRACING OR WALL FRAMING TO RESIST CONSTRUCTION FLOOR LOADS AND LATERAL BUILDINGL LOADING, BRACING OF TRUSSES DURING INSTALLATION AND SUBSEQUENT CONSTRUCTION LOADING, AND OTHER CONDITIONS AS DICTATED BY THE CONTRACTOR'S CONSTRUCTION PRACTICE.

H.

ALL CONSTRUCTION SHALL BE PERFORMED IN A GOOD, WORKMANLIKE MANNER FOLLOWING ACCEPTED CONSTRUCTION PRACTICS AND TOLERANCES, DEFECTIVE 1 1/2" = A6.01 SCALE: OR DAMAGED MATERIALS SHALL NOT BE USED AND SHALL BE REPLACED.

EXTERIOR DOOR

1

PRIVACY SET

BEDROOM DOOR

2

STANDARD LATCH SET

C

BATHROOM DOOR

D

CLOSET DOOR

EXPANDING FOAM AT PERIMETER OF PIPE F

MANUFACTURED INSULATED HEADER INSULATED EXTERIOR WALL

2x6 HEAD PLATE

ROUGH OPENING

EXTERIOR WALL SHEATHING

5 A6.01

1'-0"

INTERIOR INTERSECTING WALL WITH 2 STUDS AND RIGID INSULATION

CHRISTINA AND BRIAN PORZIO

9'-2 3/4"

NEW 2X6 WD. CEILING JOIST FRAMING SOUTHERN PINE #2 @ 16" O.C.

HURRICANE STRAP

R-30 BATT INSULATION

ELEV. 20.00 GUTTER BR. HT. 1" ZIP WALL SYSTEM R-3

STRUCTURAL 1X4 SMOOTH WD. SIDING, TYP

SCALE: 1 1/2" = 1'-0"

M.E.P. & F.P.

HARDWARE SCHEDULE

A B INTERIOR CHASE WALLS PIPE PENETRATION

1/2" GYPSUM BOARD DRYWALL CLIP

MANUFACTURED INSULATED HEADER STRUCTURAL

6

DOOR TYPES

INTERIOR WOOD FRAMED WALL

2x6 SINGLE TOP PLATE

R-30 BATT INSULATION

NOT FOR CONSTRUCTION

ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THESE PLANS, THE INTERNATIONAL RESIDENTIAL CODE (IRC 2012) AND THE MATERIAL MANUFACTURERS' INSTALLATION INSTRUCTIONS.

SCALE: 1 1/2" = 1'-0"

ALPHARETTA, GA, 30022

D.

AIR SEALING AT DOUBLE WALLS

1 A6.01

NEW 2X10 WD. RAFTER SOUTHERN PINE #2 @ 16" O.C. W/ 3/4" T&G DECKING

TOP OF GARAGE ROOF

Project Number: 125.17

A6.01 SAFETY GLAZING SHALL BE PROVIDED AT THE SCALE: 1 1/2" = 1'-0" FOLLOWING AREAS: A. SLIDING OR SWINGING DOORS B. TUB AND/OR SHOWER ENCLOSURES AND GLAZING IN WALLS LESS THAN 60" ABOVE THE STANDING SURFACE OF TUBS or SHOWERS. C. GLAZING WITHIN 24' OF THE SWING ARC OF A DOOR. E. GLAZING WITHIN 30" OF THE FLOOR. F. ANY INDIVIDUAL PANE GREATER THAN 9 SQ. FT.

1/2" GYP. WALL BOARD

ELEV. 29.23

10'-0"

AT TOP PLATE ATION

2

C.

435 SUMMERFIELD DRIVE

ANTILEVER FLOOR CAVITY WITH 1" RIGID INSULATION CLOSURE

CONCEPTUAL AIR SEALING STRATEGY AT UPPER FLOOR BAND JOIST

NOT FOR CONSTRUCTION

EVERY SLEEPING ROOM SHALL HAVE AT LEAST 1 OPERABLE EGRESS WINDOW OF NOT LESS THAN 5.7 SQ .FT. AND SHALL BE LOCATED WITH THE SILL NOT MORE THAN 44" ABOVE THE FLOOR.

ALPHARETTA, GA, 30022

B.

435 SUMMERFIELD DRIVE

SMOKE DETECTORS SHALL BE INSTALLED AT LOCATIONS REQUIRED BY THE IRC AND SHALL RECEIVE THEIR PRIMARY POWER FROM BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACK UP.

Project Number: 125.17

A.

WOOD FRAME FLOOR ASSEMBLY

CHRISTINA AND BRIAN PORZIO

GENERAL NOTES

4'-6 1/2"

2X4 WD. SUPPORT PLATE CONTINUOUS BEAD OF SEALANT INTERIOR GYPSUM WALLBOARD AS AIR BARRIER

STAPLE VAPOR RETARDER BT. JOIST &TO U/S OF SUBFLOOR

EXISTING 1/2" GYPSUM BOARD 2X6 WD. RIDGE

M.E.P. & F.P.

NEW 2X12 WD. JOIST FRAMING SOUTHERN PINE #2 @ 16" O.C.

1/2" GYPSUM BOARD

ELECTRICAL WIRE

TOP PLATE

CIVIL

1/2" GYPSUM BOARD

ELEV. 10.00

DRYWALL CLIP

POCKET DOOR

EXPANDING FOAM SEALANT

THIN-PROFILE SHEATHING CLOSURE AT EXTERIOR WALL

BR. HT.

CIVIL

CONTINUOUS BEAD OF SEALANT

WALL STUD

ARCH

INSULATED EXTERIOR WALL EXTERIOR WALL SHEATHING

ARCH

LADDER BLOCKING

11 A6.01

10

SCALE: 1 1/2" = 1'-0"

A6.01

3- STUD CORNER WITH RIGID INSULATION SCALE: 1 1/2" = 1'-0"

EXISTING R-19 BATT INSULATION EXISTING 2X4 WD. STUDS 1X6 SMOOTH WD. SIDING, TYP WALL SHEATHING FLASHING 3/4" T&G SUBFLOOR SHEATHING

FLOOR DUCT BOOT

ATTIC INSULATION ATTIC TRUSS

CONTINUOUS BEAD OF SEALANT

Pattern r+d DUCT TIE AT INNER LINER

EXPANDING FOAM SEALANT AT PERIMETER

Scale:1 1/2" = 1'-0"

16 A6.01

AIR SEALANT AT DUCT BOOT SCALE: 1 1/2" = 1'-0"

1'-11 3/4"

c COPYRIGHT 2017

ELEV. 33.77

SCALE: 1 1/2" = 1'-0"

SCALE: 1/2" = 1'-0"

ELEV. 33.77 TOP ELEV. OF ROOF 33.77

ISSUES PERMIT SET

07.05

ELEV. 31.79 TOP OF ROOF

TOP ELEV. OF GARAGE 31.79 ROOF TOP OF GARAGE ROOF

12

TOP OF GARAGE ROOF

12

12 12

12 12

12

12

ELEV. 29.23

12

TOP OF GARAGE ROOF

NEW ASPHALT SHINGLE ROOF TO MATCH EXISTING

DECORATIVE PANEL DECORATIVE PANEL

1

1

1

1

1

1

1 1

1

1

1 1

1 1

1 1

1

BR. HT.

1

1

1

NEW TRIM TO MATCH EXISTING, TYP.

12 6 ELEV. 10.00

12

6

12

BR. HT. ELEV. 10.00

6

3 12 3 ELEV. 10.00

12

BR. HT.

ELEV. 10.00

12

3

BR. HT.

BR. HT. E

E

E

10'-0"

E

E

E

E

E E

E E

E

E

10'-0"

10'-0"

10'-0"

E

E

ELEV. 0.00 FIRST FLOOR ELEV. 0.00 GLASS DOOR

FIRST FLOOR

ELEV. 0.00 FIRST FLOOR

SCREENED PORCH

GLASS DOOR

1X6 WD. BASE BOARD GLASS DOOR

ELEV. 0.00

SCREENED PORCH

FIRST FLOOR

SCREENED PORCH

1X6 WD. BASE BOARD

1X6 WD. BASE BOARD

1

1 A2.04

REAR ELEVATION (SOUTH) - NEW (SOUTH) - NEW

1/4" =ELEVATION 1'-0" REAR A2.041 SCALE: A2.04 SCALE: 1/4" = 1'-0"

REAR ELEVATION (SOUTH) - NEW SCALE: 1/4" = 1'-0"

ALPHARETTA, GA, 30022

10'-0"

10'-0"

1

ELEV. 20.00

NEW SIDING TO MATCH EXISTING, TYP. NEW SIDING TO MATCH EXISTING, TYP.

10'-0"

NEW SIDING TO MATCH EXISTING, TYP.

CHRISTINA AND BRIAN PORZIO

DECORATIVE PANEL

BR. HT.

BR. HT.

NEW T EXISTI NE EX

NOT FOR CONSTRUCTION

ELEV. 20.00 BR. HT. ELEV. 20.00 ELEV. 20.00

NEW A SHING NE MATCH SH MA

Project Number: 125.17

NEW ASPHALT SHINGLE ROOF TO MATCH EXISTING

11'-9 1/2"

11'-9 1/2"

12 12 NEW ASPHALT SHINGLE ROOF TO ASPHALT MATCHNEW EXISTING SHINGLE ROOF TO MATCH EXISTING

12

435 SUMMERFIELD DRIVE

ELEV. 31.79

9'-2 3/4"

TOP OF ROOF

11'-9 1/2"

SECTION

1 A4.01

10'-0"

SCALE: 1/4" = 1'-0"

EXISTING FOOTING 1/2" VAPOR BARRIER

ENERGY EFFICIENCY DETAILS

1'-11 3/4"

A1.01

A6.01

L AT DUCT BOOT

AIR SEALANT AT RECESSED LIGHTING IN ATTIC

FIRST FLOOR PLAN - NEW

1'-11 3/4"

TIE AT OUTER LINER

c COPYRIGHT 2017

CONTINUOUS BEAD OF SEALANT

SCALE: 1 1/2" = 1'-0"

EXISTING 4" CONC. SLAB ON GRADE EXISTING COMPACTED GRANULAR FILL

MASTIC AT INNER LINER

50 HurtCEILING Plaza SE, STE 0655 DRYWALL RECESSED LIGHTING FIXTURE Atlanta, GA 30303

17

FIRST FLOOR

50 Hurt Plaza SE, STE 0655 Atlanta, GA 30303

1'-5" MIN. 9"

INSULATED FLEXIBLE

Pattern r+d

A6.01

1/4" PER FT SLOPE

ELEV. 0.00

SUBFLOOR

AIR SEALING AT RECESSED LIGHTING IN ATTIC

1/2" GYPSUM WALL BOARD, TYP.

ANCHOR BOLT

FLOOR GRILLE MANUFACTURED RECESSED LIGHT ENCLOSURE

1'-11 3/4"

ELEV. 33.77

ELEV. 33.77 TOP ELEV. OF ROOF 33.77

1'-11 3/4"

ELEV. 31.79 TOP OF ROOF

TOP ELEV. OF GARAGE 31.79 ROOF

TOP OF ROOF

TOP OF GARAGE ROOF

ELEV. 31.79

M.E.P. & F.P.

TOP OF GARAGE ROOF

12

11'-9 1/2"

11'-9 1/2"

11'-9 1/2"

10

12 10

12

ELEV. 29.23

HARDI SIDING, TYP.

TOP OF GARAGE ROOF

HARDI TRIM, TYP.TYP. HARDI SIDING,

10

HARDI TRIM, TYP.

HARDI SIDING, TYP.

CIVIL

HARDI TRIM, TYP. 9'-2 3/4"

1'-11 3/4"

STRUCTURAL

12 10 ELEV. 20.00

10

12

BR. HT. ELEV. 20.00

12

10

BR. HT.

ELEV. 20.00

ARCH

ELEV. 20.00

BR. HT.

BR. HT. 10

12 1

10

12

1

1

1

12

ELEV. 10.00

3 12

BR. HT. ELEV. 10.00

3

12

BR. HT.

ELEV. 10.00

1 1

10

10'-0"

10'-0"

10'-0"

10'-0"

12

ELEV. 10.00

3

BR. HT.

BR. HT. E E E

E

E

10'-0"

Pattern r+d

ELEV. 0.00

50 Hurt Plaza SE, STE 0655 Atlanta, GA 30303

FIRST FLOOR ELEV. 0.00 FIRST FLOOR

ELEV. 0.00

SCREEN DOOR

FIRST FLOOR

SCREEN DOOR SCREEN DOOR

2

2 A2.04

LEFT ELEVATION (EAST) - NEW

LEFT ELEVATION (EAST) - NEW (EAST) - NEW

1/4" =ELEVATION 1'-0" LEFT A2.042 SCALE: A2.04 SCALE: 1/4" = 1'-0"

ELEV. 0.00 FIRST FLOOR

A2.04 ELEVATIONS - NEW

SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0"

c COPYRIGHT 2017

10'-0"

10'-0"

E

10'-0"

AT CHASE WALL

AIR SEALANT AT TOP PLATE ELECTRICAL PENETRATION

10'-0"

EXTERIOR INSULATED WALL

53'-0"

15'-0" REAR SETB

7" HW

7" HW

EROSION CONTROL FENCE TREE PROTECTION FENCE TREE PROTECTION FENCE EROSION CONTROL FENCE TREE KEY EROSION CONTROL FENCE EROSION CONTROL FENCE NOTE: NO CHANGE TO EXISTING TOPOGRAPHY CHANGEBYTO20% EXISTING TOPOGRAPHY NO BOUNDARY NOTE: TREES NO IMPACTED TREE CRITICAL ROOT TREES ZONE NO BOUNDARY IMPACTED BY 20 NOTE: NO NO LOST/DESTROYED CHANGE TONOTE: EXISTING NO TOPOGRAPHY CHANGE TOTREES EXISTING TOPOGRAPH NO LOST/DESTROYED NO BOUNDARY TREES NO IMPACTED BOUNDARY BY 20% TREESTREES IMPACTED BY 20 TREE PROTECTION FENCE NO LOST/DESTROYED TREES NO LOST/DESTROYED TREES EROSION CONTROL FENCE STRUCTURAL ROOT PLATE IMPACTED TREES TO BE REMOVED

7" HW

130'-0"

EXISTING BUILDING 7'-0" SIDE SETBACK TO BE DEMOED EXISTING BUILDING TO BE DEMOED

EXISTING BUILDING TO BE DEMOED

7" HW

1430 Beatie Ave.

1020 1020

130'-0"

1022

EXISTING BUILDING TO BE DEMOED

SITE PLAN - EXISTING TO BE DEMOED 1 SITE PLAN - EXISTING TO BE DEMOED SCALE: 1/8" = 1'-0" 1 - EXISTING SITE PLAN SITE1/8" PLAN TO- BE EXISTING DEMOED TO BE DEMOED SCALE: = 1'-0" C.01

Pattern R+D|Architectural Designer|Jul. 2017 New House|Participated in all phases

SCALE: 1/8" = 1'-0"

18 10

SITE PLAN - EXISTING TO BE DEMOED

DRIVEWAY TO REMAIN THE SAME. TOO MUCH IMPACT ON TREE IF WE DRIVEWAY TO REMAIN THE SAME. CHANGE. TOO MUCH IMPACT ON TREE IF WE DRIVEWAY TO REMAIN THE SAME. DRIVEWAY TO REMAIN THE SAME. CHANGE. TOO MUCH IMPACT ON TREE IFTOO WE MUCH IMPACT ON TREE IF WE CHANGE. CHANGE. 130'-0"

SCALE: 1/8" = 1'-0"

CONSTRUCTION STAGING AREA CONSTRUCTION STAGING AREA

CONSTRUCTION STAGING AREA

OPEN WD. DECK, TYP

1022

8'-10" 8'-10"

8'-10" 8'-10"

1'-10" 1'-10"

CONSTRUCTION STAGING AREA

7'-0" SIDE SETBACK

7" HW

7'-0" SIDE SETBACK

7" HW

OPEN WD. DECK, TYP 7" HW

130'-0"

7" HW

15'-0" REAR SETBACK

3'-0"

7'-0" SIDE SETBACK STRUCTURAL ROOT PLATE WITH HOUSE, 7'-0"INTERSECTS SIDE SETBACK THIS TREE SHALL BE REMOVED

7'-0" SIDE SETBACK

7" HW 7" HW

DRIP LINE (VARIES)

(VARIES)

SCALE: 1/8" = C.01 1'-0" C.01 TREE PROTECTION FENCE

RADIUS = 1'-0" PER 1" OF TRUNK DIAMATER

2 2

C.01

SITE PLAN - NEW 2 SITE PLAN - NEW SCALE: 1/8" = 1'-0" 2 - NEW SITE PLAN SITE1/8" PLAN SCALE: = 1'-0" - NEW C.01 SCALE: 1/8" = C.01 1'-0"

FRONT PORCH

SCALE: 1/8" = 1'-0"

RADIUS = 1'-0" PER 1" OF TRUNK DIAMATER

TREE PROTECTION FENCE

7" HW

CRITICAL ROOT ZONE

TREE PROTECTION FENCE

DRIP LINE DETAILCRITICAL ROOT ZONE TREE PROTECTION FENCE ELEVATON TREE PROTECTION FENCE TREE PROTECTION FENCE

3 C.01

LINEROOT ZONE CRITICAL ROOT ZONE DRIP CRITICAL DRIP LINE DRIP LINE

SCALE: 1/8" = 1'-0"

RADIUS = 1'-0" PER 1" OF TRUNK DIAMATER AT RADIUS 1'-0" PER BREAST =HEIGHT 1" OF TRUNK DIAMATER AT BREAST HEIGHT

7" HW

130'-0"

4 FT HIGH ORANGE TREE PROTECTION FENCE. NO EQUIPMENT OR STORAGE OF CONSTRUCTION ALLOWED BEYOND THIS POINT

EROSION CONTROL FENCE

Pa Pa

RADIUS = 1'-0" PER 1" OF TRUNK TREE PROTECTION FENCE RADIUS = 1'-0" DIAMATER AT PER CRITICAL ROOT ZONE 1" OF TRUNK BREAST HEIGHT DIAMATER DRIP LINEAT BREAST HEIGHT

101

8

101

8

Patt

N

N N

N

NEW CONSTRUCTION THIS AREA

RADIUS = 1'-0" PER 1" OF TRUNK

DIAMATER AT TREE PROTECTION FENCE DETAIL- PLAN BREAST HEIGHT 4 SCALE: 1/8" = 1'-0" TREE PROTECTION FENCE DETAIL- PLAN 4 SCALE: TREE PROTECTION TREE1/8"PROTECTION FENCE DETAILFENCE PLANDETAIL- PLAN = 1'-0" C.01

4 C.01

4

101

SCALE: 1/8" = 1'-0"

8

101

ARCH

(LIMITS OF CRITICAL ROOT ZONE)

7" HW

7" HW

130'-0"

TREE PROTECTION FENCE

RADIUS = 1'-0" PER 1" OF TRUNK DIAMATER

TREE PROTECTION FENCE DETAIL- ELEVATON 3 SCALE: 1/8" = 1'-0" TREE PROTECTION FENCE DETAIL- ELEVATON DRIP LINE PROTECTION 3 SCALE: TREE TREE1/8"PROTECTION FENCE DETAILFENCE ELEVATON DETAIL- ELEVATON = 1'-0" C.01

3

7" HW

130'-0"

(VARIES)

OF TRUNK DIAMATER

= 1'-0" PER 1" TREE PROTECTION FENCE TREE RADIUS PROTECTION FENCE OF TRUNK DIAMATER (LIMITS OF CRITICAL ROOT ZONE) (LIMITS OF CRITICAL ROOT ZONE)

3

7" HW

DRIP LINE

0 REPLACEMENT TREE TREE PROTECTION DRIP LINE FENCE DRIP LINE (LIMITS OF CRITICAL ROOT ZONE)TREE PROTECTION FENCE TOTAL REQUIRED TREE RECOMPENSE COST = $310 (VARIES) (VARIES) RADIUS = 1'-0" PER 1" (LIMITS OF CRITICAL ROOT ZONE)

C.01 7" HW

M.E. STRUC M.E.

ARC CIVIL ARC

4'-0"

11'-0"

4 FT HIGH ORANGE TREE PROTECTION FENCE. NO 130'-0" 130'-0" 4 FT HIGH ORANGE TREE NEW EQUIPMENT OR STORAGE OF CONSTRUCTION THIS AREA 7" HW PROTECTION FENCE. NO CONSTRUCTION ALLOWED NEW CONSTRUCTION THIS AREA EQUIPMENT STORAGE OF BEYOND THISOR POINT CONSTRUCTION ALLOWED NEW CONSTRUCTION THIS AREA NEW CONSTRUCTION THIS AREA BEYOND THIS POINT

4'-10"

4 FT HIGH ORANGE TREE PROTECTION FENCE. NO EQUIPMENT OR STORAGE OF 4 FT HIGH ORANGE TREE CONSTRUCTION ALLOWED PROTECTION BEYOND THISFENCE. POINT NO STORAGE OF EROSION CONTROL EQUIPMENT 7'-0" OR SIDE SETBACK FENCE CONSTRUCTION ALLOWED EROSION CONTROL BEYOND THIS POINT FENCE

4'-10" 4'-10"

3'-0"

4'-10" 4'-10"

ID: 14 01050012044 STRUCTURAL ROOT PLATE 1430 BEATIE AVE SW INTERSECTS WITH HOUSE, STRUCTURAL ROOT PLATE LOT AREA: 0.1582 AC THIS TREE SHALL BE REMOVED INTERSECTS WITH HOUSE, BLDG AREA: 1710 SF STRUCTURAL ROOT PLATE STRUCTURAL ROOT PLATE THIS TREE SHALL BE REMOVED 1 STORY, SINGLE FAMILY INTERSECTS WITH HOUSE, INTERSECTS WITH HOUSE, RESIDENCE THIS TREE SHALL BE REMOVED THIS TREE SHALL BE REMOVED

11'-0" 7" HW

3

4'-0"

1'-10"

FRONT 35'-0" SETBACK FRONT 35'-0" SETBACK

11'-0"

7'-0" SIDE SETBACK

FRONT PORCH EROSION CONTROL FENCE

4'-0"

8'-10"

TREE PROTECTION FENCE

11'-0"

338"

TOTAL REQUIRED TREE RECOMPENSE TOTAL REQUIRED COST = $310 TREE RECOMPENSE COST = $310 ONSITETREE TREE REQUIRED RECOMPENSE COST PROTECTION FENCE (LOST AND DESTROYED - ON SITE) 1 EXISTING TREES REMOVED X $100 PER TREE = $100 7 EXISTING INCHES REMOVED X $30 PER INCH = $210 $100 + $210 = $310

TREE PROTECTION FENCE

11'-0"

7'-0" SIDE SETBACK ID: 14 01050012044 1430 BEATIE AVE SW ID: 14 01050012044 LOT AREA: 0.1582 AC 1430 BEATIE AVE SW BLDG 1710 SF ID: 14AREA: 01050012044 ID:AREA: 14 01050012044 LOT 0.1582 AC 1 STORY, SINGLE FAMILY 1430 BEATIE AVE SW 1430 BEATIE AVE SW BLDG AREA: 1710 SF RESIDENCE LOT AREA: 0.1582 AC AREA: 0.1582 AC 1 LOT STORY, SINGLE FAMILY BLDG AREA: 1710 SF BLDGRESIDENCE AREA: 1710 SF 1 STORY, SINGLE FAMILY 1 STORY, SINGLE FAMILY RESIDENCE RESIDENCE

3'-0"

FRONT PORCH

STR

38" ONSITE

CIVI M.E.P. CIVI

7'-0" SIDE SETBACK 7'-0" SIDE SETBACK

ONSITE ONSITE

1020

C.01 1020

3'-0" 3'-0"

EROSION CONTROL FRONT PORCH FENCE

1020

1022

8'-0"

4 FT HIGH TREE PROTECTION FENCE. NO 4 FT TREE EQUIPMENT ORHIGH STORAGE PROTECTION FENCE. NO OF CONSTRUCTION EQUIPMENT OR STORAGE ALLOWED BEYOND THIS OF CONSTRUCTION POINT ALLOWED BEYOND THIS POINT

FRONT SETBACK 35'-0" FRONT 35'-0" SETBACK

4 FT HIGH TREE PROTECTION FENCE. NO EQUIPMENT OR STORAGE OF CONSTRUCTION 4 FT HIGH TREE ALLOWED BEYOND THIS PROTECTION FENCE. NO POINT EQUIPMENT OR STORAGE OF CONSTRUCTION ALLOWED BEYOND THIS POINT

35'-0" FRONT SETBACK

24" OAK

1020 1020

1'-10" 1'-10"

8'-0"8'-0"

8'-0" 8'-0"

1022 1022

24" OAK

4 FT HIGH TREE PROTECTION FENCE. NO EQUIPMENT OR STORAGE OF CONSTRUCTION ALLOWED FRONT BEYONDPORCH THIS POINT

1022

130'-0"

OPEN WD. DECK, TYP

TREE PROTECTION FENCE

24" OAK 24" OAK

53'-0" 53'-0"

1024

OPEN WD. DECK, TYP

24" OAK

53'-0"53'-0"

1024

53'-0"

1024 1024

BEATIEAVENUE AVENUESW SW BEATIE

BEATIE AVENUE SW BEATIE BEATIE AVENUE AVENUE SWSW

1024

130'-0"

STR

AREA ONSITE

ONSITE ONSITE

HARDWOOD 7" ONSITE TREES TO REMAIN ONSITE = 3 TREES (REQUIRED 40" PER ACRE) = 40" X .1722 ACRES = 6.328" ONSITE 7" ZONING = R-4 HARDWOOD TREES TO REMAIN ONSITE = 3 TREES REQUIRED TO REMAIN ON SITE (REQUIREMENT THROUGH ZONING = R-4 (REQUIRED 40" PER ACRE) = 40" X .1722 ACRES OAK 24"TREES TO REMAIN ONSITE = 3REQUIRED TREES TREES TO REMAIN ONSITE = 3 TREES REMAINING TREES) TO ONSITE REMAIN ON SITE (REQUIREMENT THROUGH ZONING = R-4 (REQUIRED 40" PER ZONING ACRE) = R-4 =TREES) 40" (REQUIRED X .1722 ACRES 40" PER = 6.328" ACRE) = 40" X .1722 ACRES 38" TOTAL INCHES (DBH) REMAINING = REQUIRED TO REMAIN ONBE SITE REQUIRED (REQUIREMENT TO REMAIN THROUGH ON SITE (REQUIREMENT THROUGH NO BOUNDARY TREES TO LOST REMAINING TREES) REMAINING TREES) NO BOUNDARY TREES TO BE LOST TOTAL TREES TO REMAIN ON SITE = 3 ONSITE TREE REQUIRED RECOMPENSE COST (LOST AND DESTROYED - ON NO BOUNDARY TREES TO BE SITE) LOST NO BOUNDARY TREES TORECOMPENSE BE LOST ONSITE TREE REQUIRED COST 1 EXISTING TREES REMOVED X(LOST $100 AND PER TREE = $100 - ON SITE) DESTROYED ONSITE TREE REQUIRED RECOMPENSE TREE COST REQUIRED 7 EXISTING INCHES REMOVED XEXISTING $30 PER INCH = REMOVED $210 RECOMPENSE 1ONSITE TREES X $100 PERCOST TREE = $100 (LOST - ON SITE) AND DESTROYED - ON SITE) $100 +AND $210DESTROYED = $310 7(LOST EXISTING INCHES REMOVED X $30 PER INCH = $210 TREES TO REMAIN ONSITE = 3 TREES 1 EXISTING TREES REMOVED X1$100 EXISTING TREE TREES = $100 REMOVED X $100 PER TREE = $100 +PER $210 ZONING = R-4 (REQUIRED 40" PER$100 ACRE) = 40"=X$310 .1722 ACRES = 6.328" 0 REPLACEMENT TREE 7 EXISTING INCHES REMOVED7X EXISTING $30 PER INCH INCHES = $210 REMOVED X $30 PER INCH = $210 REQUIRED TO REMAIN ON SITE (REQUIREMENT THROUGH $100 + $210 = $310 $100 + $210 = $310 0 REPLACEMENT TREE REMAINING TREES) TOTAL REQUIRED TREE RECOMPENSE COST = $310 0 REPLACEMENT TREE 0 REPLACEMENT TREE NO BOUNDARY TREES TO BE LOSTTOTAL REQUIRED TREE RECOMPENSE COST = $310

OPEN WD. DECK, TYP

130'-0"

DRIVEWAY TO REMAIN THE SAME. TOO MUCH IMPACT ON TREE IF WE CHANGE.

3.2 SQFT

AREA

DBHTOTAL TREES TO TREE AREA 3 REMAIN ON SITE TOTAL = TREES TO REMAIN ON SITE =

4'-0"

1 C.01

7" HARDWOOD HARDWOOD HARDWOOD 7" ONSITE 3.2 SQFT HARDWOOD OAK ONSITE OAK ONSITE 24" 7" = HARDWOOD 38" TOTALHARDWOOD INCHES (DBH) OAK OAK (DBH) = TOTALONSITE INCHES 24" TREES TO REMAIN 24"= 3 TOTAL ON SITE TREES TO REMAIN ON SITE TOTAL TO REMAIN SITE = 38" ON(DBH) TOTAL INCHES (DBH) = TREESTOTAL INCHES 7" 7" 24" 7"

CONSTRUCTION STAGING AREA

4'-0"

SCALE: 1/8" = C.01 1'-0"

TREES TO REMAIN ON SITE DBH AREA TREE TREES TO REMAIN ON SITE TREES TO REMAIN ON SITE DBH TREE STRUCTURAL ROOT PLATE IMPACTED TREES TO BEONSITE REMOVED HARDWOOD 7" DBH DBH AREA TREE TREE AREA HARDWOOD 7" TREE INTERSECTIONAL DBH 7" ONSITE HARDWOOD

53'-0" 53'-0"

C.01

3.2 SQFT INTERSECTIONA

TREES TO REMAIN ON SITE

REAR 15'-0" SETBACK REAR 15'-0" SETBACK 53'-0" 53'-0"

1

18 10 18 10

18 10

53'-0"

1

C.01

STRUCTURAL ROOT PLATE IMPACTED TREES TO BE REMOVE TREE INTERSECTIONAL AREA DBH STRUCTURAL ROOT PLATE IMPACTED STRUCTURAL TREESROOT TO BEPLATE REMOVED IMPACTED TREESINTERSECTIONA TO BE REMOVE TREE DBH

3.2 SQFT HARDWOOD 7" NO CHANGE NOTE: TO EXISTING TOPOGRAPHY TREE TREE INTERSECTIONAL HARDWOOD 7" DBH NO BOUNDARY DBH TREES IMPACTED BY 20% AREA 3.2 SQFT HARDWOOD 7" TREES HARDWOOD 7" NO LOST/DESTROYED

REAR SETBACK 15'-0" REAR 15'-0"SETBACK

1020

18 10

1430 1430 BEATIE AVENUE SW 1430 BEATIE BEATIE AVENUE AVENU

9'-8"

7" HW

130'-0"

130'-0"

1022

NEW DECK AREA: 120 SQ. FT.

TREE KEY TREE 1710 KEY SQ. FT. TOTAL HEATED AREA: TREE TOTAL KEY UNHEATED TREE KEY AREA: 307 SQ. FT. TREE CRITICAL ROOT ZONE TREE CRITICAL ROOT ZONE TREE PROTECTION FENCE TREE CRITICAL ROOT ZONE TREE CRITICAL ROOT ZONE TREE PROTECTION FENCE

7" HW

7" HW

7" HW

7'-0" SIDE SETBACK

130'-0"

EXISTING BUILDING TO BE DEMOED

7" HW

7" HW 7'-0" SIDE SETBACK

7'-0" SIDE SETBACK

1020 1020

9'-8"9'-8"

7'-0" SIDE SETBACK

1022 1022

9'-8" 9'-8"

53'-0"

35'-0" FRO

BEA BEATI

BEATIE AVE BEATI BE

1022

BLDG AREA: 1514 SF 1 STORY, SINGLE FAMILY RESIDENCE

C.01

SCALE: 1/8" = C.01 1'-0"

C.01

S

SITE PLAN - NEW

TREE PROTECTION FENCE DETAIL- PLAN

4 C.01

SCALE: 1/8" = 1'-0" 101

S

C

SCALE: 1/8" = 1'-0"

8

N

2

50 Atla

KEY FOUNDATION

SCALE: 1/8" = 1'-0"

8

SCA 1. NEW CONSTRUCT CMU FOUDA

2. LINE OF EXISTING CONC. FOOT

1 A2.02

3. EXISTING CMU PIER, TYP.

4. NEW CMU FOUNDATION WALL

5. LINE OF NEW 24"X8" CONTINU FOOTING, TYP.

32'-4" 15'-0"

14'-7 1/2"

1 A2.02

KEY PLAN NOTES

4

8'-0"

NEW DECK PER IRC 2012 DETAILS SEE SHEET A6.02 FOR DETAILS

3'-4 1/2"

7'-10 1/2"

3'-0" 3'-8" 58'-0"

5'-2"

2'-0"

C1

3'-0"

8'-0"

3'-6"

3'-0"

2'-9"

3

3'-0"

5"

14'-7 1/2"

6'-0"

2'-6"

4'-4"

3'-0"

FRONT PORCH

3'-0"

12'-6"

1'-6" 8"

9'-6"

7'-1"

3'-0"

15'-0"

2'-0"

MASTER BEDROOM

1'-5" 3'-0"

1'-6"

3'-0"

4'-6"

1

4'-6"

3'-0"

3'-0"

4'-6"

15'-0"

15'-0"

1 A2.01

1 A1.01

FLOOR PLAN - NEW SCALE: 1/4" = 1'-0"

N

N

CONTRACTOR SHALL BE RESPON ADEQUATE STRUCTURAL SUPPO LOADS DURING ALL PHASES OF INCLUDING, BUT NOT LIMITED TO BRACING OR WALL FRAMING TO FLOOR LOADS AND LATERAL BU BRACING OF TRUSSES DURING IN SUBSEQUENT CONSTRUCTION L CONDITIONS AS DICTATED BY TH CONSTRUCTION PRACTICE.

H.

ALL CONSTRUCTION SHALL BE P WORKMANLIKE MANNER FOLLO CONSTRUCTION PRACTICS AND T OR DAMAGED MATERIALS SHALL BE REPLACED.

DOOR TYPES 2'-0"

32'-4"

SCALE: 1/4" = 1'-0"

G.

2

5'-6"

5'-9"

A1

5'-5"

2'-4"

FOUNDATION PLAN - NEW

WHERE CONFLICTING INFORMAT THESE PLANS AND OTHER REFE THE MORE STRIGENT REQUIREM

CONTRACTOR SHALL COMPLY W CONSTRUCTION SAFETY REGULA

2'-0"

5'-7"

8'-0 1/2" 2'-6"

3'-4 1/2"

3'-0"

2'-0"

5

VF 5'-0"

1 A2.01

2

E.

F.

C1

7"

5'-9"

4

6X6 WD. POST WITH A MAX HEIGHT OF 14 FEET ON ELEVATED POST BASE ANCHORED TO SLAB, TYP.

A1.01

ALL CONSTRUCTION SHALL BE IN THESE PLANS, THE INTERNATION CODE (IRC 2012) AND THE MATER MANUFACTURERS' INSTALLATIO

6'-4 1/2"

2'-8" 3'-4 1/2"

3 R @ 8"

D.

BATHROOM 2'-6"

LIVING ROOM

1'-0"

UP

SAFETY GLAZING SHALL BE P FOLLOWING AREAS: A. SLIDING OR SWINGING DO B. TUB AND/OR SHOWER ENC GLAZING IN WALLS LESS THA STANDING SURFACE OF TUB C. GLAZING WITHIN 24' OF TH A DOOR. E. GLAZING WITHIN 30" OF TH F. ANY INDIVIDUAL PANE GRE

10'-0 1/2"

3'-0"

11'-6"

13'-9 1/2"

MASTER CLOS.

26'-1 1/2"

8'-0"

2 A2.01

3'-0"

11'-0"

7'-0"

2'-0" 2'-0" 6'-0"

7'-10 1/2"

B1

NEW CONC. SLAB ON TOP OF COMPACTED FILL

C.

3

CLOS.

2 T @ 11"

EVERY SLEEPING ROOM SHAL OPERABLE EGRESS WINDOW THAN 5.7 SQ .FT. AND SHALL WITH THE SILL NOT MORE TH THE FLOOR.

D2

D2

14'-3"

B.

F2

16'-11 1/2"

1'-6"

SMOKE DETECTORS SHALL B LOCATIONS REQUIRED BY TH RECEIVE THEIR PRIMARY POW BUILDING WIRING AND SHAL WITH A BATTERY BACK UP.

3'-0"

2'-0"

3'-7 1/2"

6'-7" 2'-6"

7'-4 1/2"

6'-10 1/2"

8'-6" 48'-6"

6'-0"

VF

C1

6'-0"

1

BATHROOM

5

8X24 CONC. FOOTING TYP.

2'-0"

2'-3"

F2

3'-0"

BEDROOM

2

A.

5

VF

1

8" CMU FOUNDATION WALL

7'-7"

2'-6"

3'-0"

6X6 WD. POST WITH A MAX HEIGHT OF 14 FEET ON ELEVATED POST BASE ANCHORED TO BLOCK TYP.

GENERAL NOTES

2

69'-0"

2 A2.02

6'-6"

B1

A4.01

8'-0"

2 A2.01

2'-0"

2 A2.02

NEW VENT FAN W/ LIGHT RAILING 42" HIGH, TYP.

BEDROOM

BATHROOM

1

DINING ROOM

SLOPE 1/4"/FOOT TO DRAIN

5.

6.

1

5'-4 1/2"

4 5'-0"

3'-6"

8'-0" 2'-0"

3

EGRESS WINDOW SHALL HAV 24" CLEAR OPENING HEIGHT OPENING WIDTH OF 20" PER I

6'-8"

3'-5 1/2"

2'-8 1/2"

4'-0"

3'-4 1/2"

6 1/2" 2'-8" 6 1/2"

A6.01

8'-0 1/2"

12'-3"

PANTRY 2'-0"

DW

7'-11 1/2"

3'-6"

GFCI PROTECTION IN WET AR

3.

3

4'-0"

5'-2 1/2"

D2

2.

1'-1"

6'-8"

3'-6"

3'-6"

9'-3" 3'-0"

CLOS.

B1

2'-0"

3'-0"

COMBINED SMOKE AND CARB DETECTOR.

4.

2'-4 1/2"

D2

REF

13'-5 1/2" KITCHEN

5'-9" 4'-4 1/2"

4'-3" BENCH

2'-0"

W.H.

A1 4'-0"

2'-6"

5'-6" 8'-4" W

D

9'-2"

2'-0"

2'-0"

2'-0"

9'-3"

11'-4"

1'-6"

31'-7" 2'-0"

MUDROOM

C1

2'-7"

10'-6"

7'-7"

LAUNDRY

UP

11 R @ 7"

3'-0"

6 1/2"

11'-2 1/2"

5"

2'-8 1/2"

9'-2"

10 T @ 11"

4'-4"

31'-7"

1.

H

A

EXTERIOR DOOR

1

B

BEDROOM DOOR

2

C

BATHROOM DOOR

D

CLOSET DOOR

F

POCKET DOOR

12

ISSUES PERMIT SET

10

06.26

7'-8"

SEE 1/A6.01 FOR GABLE DETAIL

ISSUES PERMIT SET

06.26

1X12 WD. TRIM, TYP. ELEV. 10.00 BR. HT.

2X6 WD. TRIM, TYP. ELEV. 21.83 TOP OF ROOF

ELEV. 21.83 TOP OF ROOF ASPHALT SHINGLE ROOF, TYP.

7'-8"

4'-0"

1

3

2

2X6 WD. TRIM, TYP. 1

1

1

3

2

2'-0"

1

BRICK, TYP

ELEV. 0.00 SEE 2/A6.01 FOR DETAILS FIRST FLOOR

FIXED

SMOOTH CEMENT SIDING, TYP 6'-0"

6'-0"

SCALE: 1/4" = 1'-0"

6'-0"

6'-0"

WEST ELEVATION

1 A2.01

4" CONC. SLAB, TYP

FIXED

SINGLE HUNG

ENGINEERED 2X WD. JOISTS FLOOR FRAMING

WINDOW SCHEDULE

3 A2.02

WEST ELEVATION

A2.01

SINGLE HUNG

SCALE: 1/4" = 1'-0"

WINDOW SCHEDULE

3

A2.02

A2.02

2X6 BOTTOM PLATE

ASPHALT SHINGLE ROOF, TYP.

SCALE: 1/4" = 1'-0"

SCALE: 1/2" = 1'-0"

EAST ELEVATION

1

WALL SHEATHING

SCALE: 1/2" = 1'-0"

SMOOTH CEMENT SIDING, TYP

EAST ELEVATION

1

3/4" T&G SUBFLOOR SHEATHING

A2.02

SILL PLATE GASKET 1X4 BASEBOARD

1X4 WD.

SCALE: 1/4" = 1'-0"

SCALE: 1/4" = 1'-0" R-30 BATT INSULATION

7'-8" ELEV. 10.00 BR. HT.

ELEV. 0.00 FIRST FLOOR

ELEV. 0.00

WD. DECK, TYP.

FIRST FLOOR

WD. DECK, TYP.

SINGLE HUNG

WEST ELEVATION SINGLE HUNG

1 A2.01

1

16X8 CONC. BLOCK FOUNDATION, PAINTED SW 2850

SEE 2/A6.01 FOR DETAILS

4" CONC. SLAB, TYP

ELEV. 10.00 BR. HT.

SMOOTH CEMENT SIDING, TYP

SEE 2/A6.01 FOR DETAILS 16X8 CONC. BLOCK FOUNDATION, PAINTED SW 2850

SEE 2/A6.01 FOR DETAILS ELEV. 0.00 FIRST FLOOR

BRICK, TYP

1

1

SMOOTH CEMENT SIDING, TYP

10'-0"

1

2X6 WD. TRIM, TYP. PAINTED SW 0050

2X6 WD. TRIM, TYP. PAINTED SW 0050

2'-0"

1

WD. COLUMN, TYP

2X6 WD. TRIM, TYP. ELEV. 10.00 BR. HT.

4'-0"

10'-0"

1

2'-0"

10'-0"

1

Elmhurst Capital

2'-0"

1X12 WD. TRIM, TYP. 1 3'-0"

3 1/2"

7 1/4"

SEE 2/A6.01 FOR

4" CONC. SLAB, TYP 3'-0"

8

Elmhurst Capital

7'-8"

BRICK, TYP

WD. COLUMN, TYP

TOP OF ROOF

12

FIRST FLOOR

ELEV. 10.00 DETAILS BR. HT.

NOT FOR CONSTRUCTION

ELEV. 0.00

12 8

1X12 WD. TRIM, TYP.

Project Number: 075.16

TOP OF ROOF

10

ELEV. 17.92

8

8

12

TOP OF ROOF

12

12

ELEV. 17.92

SEE 1/A6.01 FOR GABLE DETAIL

ELEV. 17.92

4'-2"

TOP OF ROOF

SMOOTH CEMENT SIDING, TYP

10

NOT FOR CONSTRUCTION

12

SEE 1/A6.01 FOR GABLE DETAIL

7'-8"

8

4'-2"

12

TOP OF ROOF ASPHALT SHINGLE ROOF, TYP.

10'-0"

8

12 8

ELEV. 17.92

ATLANTA, GA, 30310

TOP OF ROOF

4'-2"

4'-2"

12 ASPHALT SHINGLE ROOF, TYP.

ELEV. 21.83

ELEV. 21.83

1430 BEATIE AVENUE SW

1 8

ATLANTA, GA, 30310

1 12

Project Number: 075.16

1

1430 BEATIE AVENUE SW

1 TYP. ASPHALT SHINGLE ROOF,

10'-0"

WD. COLUMN, TYP

STRUCTURAL

1X8 VERTICAL BASEBOARD

ELEV. 21.83

STRUCTURAL

TOP ROOF1" 1" OF 3 1/2"

3 1/2"

4'-2"

12 8 ASPHALT SHINGLE ROOF, TYP.

M.E.P. & F.P. 2 1/2"

ELEV. 17.92

WALL FOUNDATION SECTION DETAIL

NO. 4 MINIMUM HORIZONTAL BAR REINFORCEMENT

7'-8"

FIRST FLOOR

BRICK

BRICK

SEE 2/A6.01 FOR DETAILS ELEV. 0.00

BRICK

FIRST FLOOR

WALL FOUNDATION SECTION DETAIL

SIMPSON HUC JOIST HANGER 16 GAUGE GALVANIZED STEEL

3 1/2"

1 1/2"

ANCHOR BOLT

WALL FOUNDATION SECTION DETAIL SCALE: 1" = 1'-0"

7 1/4"

7 1/4"

7 1/4"

5 1/2"

GABLE DETAIL

1 A6.01

JOIST HANGER USE CONCEALED FLANGE HANGER AS REQUIRED BY CONDITION OR PROJECT SCOPE

2'-6" SQUARE

1'-1"

SIMPSON SQUARELCB COLUMN BASE GALV. 16 GAUGE STEEL

COMPACTED FILL

NO. 3 MINIMUM @ 48" O.C. 6" CORTEN VERTICAL REINFORCEMENT

6"

STEEL EDGE #5 DECORATIVE RIVER ROCK FILTER FABRIC

12" MIN.

JOIST TO BEAM OR LEDGER CONNECTION

A6.01

16" CONCRETE PIER 6" CORTEN STEEL EDGE #5 DECORATIVE RIVER ROCK FILTER FABRIC

#57 FOOTING STONE 12X12X8 CONCRETE PER IRC TABLECONC. R403.1 BLOCK

A6.02

RAILING DETAIL

5 A6.01

SCALE: 1" = 1'-0"

1

A6.02

3

GIRDER TO POST CONNECTION SCALE: 1-1/2" = 1'-0"

4FOUNDATION TYPICALPOST RAIN DETAIL TOCHAIN FLOOR BEAM CONNECTION DETAIL

A6.01 SCALE:SCALE: 1" = 1'-0"1" = 1'-0" A6.01

SCALE: 1" = 1'-0"

SIMPSON BCS2 POST CAP TO BEAM CONNECTION 18 GAUGE GALVANIZED STEEL

10 MIL VAPOR BARRIER

4" COMPACT GRANULAR FILL

1 1/2"

1'-1" 4" 1 1/2" 7" 1 1/2"

SILL PLATE GASKET 1X4 BASEBOARD 1X8 VERTICAL BASEBOARD

2 1/2"

3/4" T&G SUBFLOOR SHEATHING

6"

A6.01

SCALE: 1" = 1'-0"

Elmhurst Capital

7 1/4"

5 1/2"

7 1/4"

NOT FOR CONSTRUCTION

7 1/4"

3 1/2"

R-30 BATT INSULATION

GUTTER HURRICANE STRAP WD, FASCIA BOARD, TYP. GUTTER

SMOOTH FIBER CEMENT SIDING TYP.

HURRICANE STRAP

1

WD, FASCIA BOARD, TYP.

A6.01

SCALE: 1" = 1'-0"

Elmhurst Capital

2X LEDGER BOARD

4 A6.02

DECK & FOUNDATION FOOTING DETAIL SCALE: 1-1/2" = 1'-0"

R-30 BATT INSULATION

Pattern r+d 50 Hurt Plaza SE Atlanta, GA 30303

A6.02

STRUCTURAL

1" ZIP WALL SYSTEM R-3

GABLE DETAIL SCALE: 1" = 1'-0"

ARCH JOIST HANGER FOUNDATION WALL

NOT FOR CONSTRUCTION

SCALE: 1-1/2" = 1'-0"

ATLANTA, GA, 30310

FLOOR SECTION DETAIL

1/2" DIA. THROUGH-HEX HEAD BOLTS WITH WASHERS

2X FLOOR OR I-JOIST

Project Number: 075.16

5 A6.02

1430 BEATIE AVENUE SW

c COPYRIGHT 2017

1/2" DIA. THROUGH-HEX HEAD BOLTS WITH WASHERS

3 1/2"

STRUCTURAL

WALL FOUNDATION SECTION DETAIL

2

GABLE DETAIL

CIVIL JOIST HANGER

R-30 BATT 2X4 TOP PLATE

Project Number: 075.16

3'-0"

7 1/4"

2'-8"

1

1 1/2"

1430 BEATIE AVENUE SW

4'-11"

4" COMPACTED FILL NO. 4 MINIMUM HORIZONTAL BAR REINFORCEMENT

M.E.P. & F.P.

DECK JOIST

1'-0 1/2"

2"

12X12X8 CONCRETE FOOTING PER IRC TABLE R403.1

2X12 WD. RAFTER 1/2" GYP. WALL BOARD

1/

3 1/2" NO. 3 MINIMUM @ 48" O.C. VERTICAL REINFORCEMENT

8" CMU FOUNDATION WALL

REMOVE SIDING AT LEDGER BOARD PRIOR TO INSTALL

2X10 WD. DECK JOIST

DETAILS

SCALE: 1" = 1'-0"

TRIM 2X6

4" COMPACT GRANULAR FILL

SLOPE GRADE 1/4" PER FOOT AWAY FROM BUILDING

SCALE: 1" = 1'-0"

CONT. FLASHING WITH DRIP EDGE

EXISTING 2X OR EWP BAND BOARD

1"

5

BARRIER

2X12 WD. RAFTER 1/2" GYP. WALL BOARD

2 1/2"

A6.01

FOUNDATION POST TO FLOOR BEAM CONNECTION DETAIL SCALE: = 1'-0" 10 1" MIL VAPOR

FOUNDATION POST T

STRUCTURAL

EXTERIOR SHEATHING

1X6 TREATED WD. DECKING BOARDS

"

3 A6.01

SCALE: 1" = 1'-0"

3 1/2"

11

ANCHOR BOLT

TYPICAL RAIN CHAIN DETAIL

ATLANTA, GA, 30310

" 11

4" PERFORATED PERIMETER DRAIN

4 A6.01

SCALE: 1" = 1'-0"

1"

50 Hurt Plaza SE Atlanta, GA 30303

4" COMPACTED FILL NO. 4 MINIMUM HORIZONTAL BAR REINFORCEMENT

NOTE: RAIN CHAIN AT ALL DOWNSPOUT LOCATIONS

RAILING DETAIL

3 1/2"

Pattern r+d

12X12X8 CONCRETE FOOTING PER IRC TABLE R403.1

#57 STONE

1" ZIP WALL SYSTEM R-3 R-30 BATT INSULATION

EXISTING HOUSE WALL STUD

16" CONCRETE PIER 6" CORTEN STEEL EDGE #5 DECORATIVE RIVER ROCK FILTER FABRIC

A6.01

1/2" HEX HEAD THROUGH BOLTS W/ WASHERS

NO. 3 MINIMUM @ 48" O.C. VERTICAL REINFORCEMENT

1'-0 1/2"

RIDGE BEAM

1" ZIP WALL SYSTEM R-3 R-30 BATT INSULATION

2X10 LEDGER BOARD CONT. FLASHING WITH DRIP EDGE

2'-6" SQUARE

CONC. BLOCK ANCHORED TO CHAIN

5

7 1/4"

SIMPSON LCB COLUMN BASE GALV. 16 GAUGE STEEL

R-30 BATT INSULATION

FLASHING

#30 ROOF FELT

#30 ROOF FELT DECK

INTERIOR SIMPSON DTT2Z AT EACH END OF DECK AND AT 4'-0" ON CENTER BETWEEN EXTEND OF BLOCKING 6FT MIN

8X8 TREATED WD. POST

8"

3'-6"

7" 1 1/2" 7"

RIDGE CAP

ASPHALT SHINGLE ROOF

3 1/2"

1X4 WD.

2'-4"

4 1/2"

1 1/2"

1 1/2"

1 1/2" 6" 1 1/2"

WALL SHEATHING 2X6 BOTTOM PLATE

1"

ARCH

BCI ENGINEERED WD. JOIST 10" DEEP SERIES 450S 1.8

ENGINEERED 2X WD. JOISTS FLOOR FRAMING

3 1/2"

RAIN CHAIN

A6.01

ISSUES PERMIT SET

06.26

SECTION VIEW

1"

A6.01

SCALE: 1" = 1'-0"

ASPHALT SHINGLE ROOF CIVIL

3 1/2"

3

DETAILS RIDGE CAP

RIDGE BEAM

3/4" T&G SUBFLOOR SHEATHING SIMPSON HUC JOIST HANGER 16 GAUGE GALVANIZED STEEL

5 1/2"

NO. 4 MINIMUM HORIZONTAL BAR REINFORCEMENT

A6.01

NOTE: RAIN CHAIN AT ALL DOWNSPOUT LOCATIONS

TYPICAL RAIN CHAIN DETAIL

A6.01

4" PERFORATED PERIMETER DRAIN

NO. 4 MINIMUM HORIZONTAL BAR REINFORCEMENT

SCALE: 1-1/2" = 1'-0"

4

SCALE: 1" = 1'-0"

Pattern r+d ANCHORED TO CHAIN 50 Hurt Plaza SE

Atlanta, GA 30303

4" COMPACTED FILL

6X6 TREATED WD. POST

DECK & FOUNDATION FOOTING DETAIL NOTE: RAIN CHAIN AT ALL DOWNSPOUT LOCATIONS

2

SCALE: 3" = 1'-0"

RAILING DETAIL

5 A6.01

M.E.P. & F.P. (2) GP LAM LVL 2"X10" BEAMS

4" COMPACT GRANULAR FILL

8X8 TREATED WD. POST

4" COMPACT GRANULAR FILL

4" PERFORATED PERIMETER DRAIN

3

10 MIL VAPOR BARRIER

ARCH

2'-6"

RAIN CHAIN

#57 STONE

3 1/2"

7 1/4"

10 MIL VAPOR BARRIER 18X18X8 CONC. BLOCK

CONC. BLOCK ANCHORED TO CHAIN

ISSUESSTRUCTURAL PERMIT SET

06.26

SCALE: 1" = 1'-0"

2X6

2"X10" WD. JOIST SOUTHERN PINE #2

06.26

RAIN CHAIN

GIRDER

DETAILS

SMOOTH FIBER CEMENT SIDING TYP.

SCALE: VARIES

1" ZIP WALL SYSTEM R-3

c COPYRIGHT 2017

2

6.01

2X6 2"X10" WD. LEDGER BOARD

4" 1 1/2" 7" 1 1/2"

4'-11"

2'-8"

4" COMPACTED FILL

NO. 4 MINIMUM HORIZONTAL BAR REINFORCEMENT

Elmhurst Capital

3'-0"

"

3 1/2"

ATLANTA, GA, 30310

1/2

3 1/2"

12X12X8 CONCRETE FOOTING PER IRC TABLE R403.1

NOT FOR CONSTRUCTION

1430 BEATIE AVENUE SW

5

NO. 3 MINIMUM @ 48" O.C. VERTICAL REINFORCEMENT

8" CMU FOUNDATION WALL

7" 1 1/2" 7"

SOUTHERN PINE #2

Project Number: 075.16

"

TRIM 2X6

4" COMPACT GRANULAR FILL

3'-6"

1'-0 1/2"

11

10 MIL VAPOR BARRIER

BCI ENGINEERED WD. JOIST SCALE: 1/4" = 1'-0" 10" DEEP SERIES 450S 1.8 SIMPSON STRONG TIE AC6 POST CAP

c COPYRIGHT 2017

1"

2 1/2"

ANCHOR BOLT

ELEVATIONS PRE- MANUFACTURED POST BASE WITH CAST-IN-PLACE ANCHOR

SCALE: 1/4" = 1'-0" ISSUES PERMIT SET

NOT FOR CONSTRUCTION

3 1/2"

7" 1 1/2" 7"

ELEVATIONS CIVIL

Project Number: 075.16

1"

1 1/2"

3 1/2"

6X6 TREATED WD. POST

1 1/2" 6" 1 1/2"

5 1/2" 2X2

1'-1"

R-30 BATT INSULATION

FLASHING

4" 1 1/2" 7" 1 1/2"

2X6 2X6

3/4" T&G SUBFLOOR SHEATHING

PLATE GASKET X4 BASEBOARD

3'-6" 4 1/2"

2X8

1 1/2"

1X4 WD.

LL SHEATHING

SECTION VIEW

7 1/4"

2X WD. JOISTS LOOR FRAMING

BOTTOM PLATE

AL BASEBOARD

SIMPSON BCS2 POST CAP TO BEAM CONNECTION 18 GAUGE GALVANIZED STEEL

2'-4"

2X2

ISSUES PERMIT SET

06.26

1 1/2" 6" 1 1/2"

5 1/2"

SCALE: 1/4" = 1'-0"

8"

2X6 2X6

Elmhurst Capital

SOUTH ELEVATION

2 A2.01

3/4" T&G SUBFLOOR SHEATHING

2X8

16X8 CONC. BLOCK FOUNDATION, PAINTED SW 2850

A2.01

M.E.P. & F.P. (2) GP LAM LVL 2"X10" BEAMS

A2.01

SECTION VIEW

ATLANTA, GA, 30310

SCALE: 1/4" = 1'-0"

50 Hurt Plaza SE Atlanta, GA 30303

2'-4"

A2.01

50 Hurt Plaza SE Atlanta, GA 30303

16X8 CONC. BLOCK FOUNDATION, PAINTED SW 2850

16X8 CONC. BLOCK FOUNDATION, PAINTED SW 2850

SCALE: 1/4" = 1'-0"

SCALE: 1" = 1'-0"

8"

A2.02

SCALE: 1/4" = 1'-0"

SCALE: 1/4" = 1'-0"

1 1/2"

A2.01

16X8 CONC. BLOCK FOUNDATION, PAINTED SW 2850

NORTH ELEVATION

2 A2.02

NORTH ELEVATION

2

SOUTH ELEVATION SOUTH ELEVATION

22

Pattern r+d

GABLE DETAIL

A6.01

Pattern r+d

STRUCTURAL

c COPYRIGHT 2017

SCALE: 1" = 1'-0"

ELEV. 0.00 FIRST FLOOR

6"

A6.01

4 1/2"

BRICK

1

1 1/2"

2

SEE 2/A6.01 FOR DETAILS

16X8 CONC. BLOCK FOUNDATION, PAINTED SW 2850

ELEV. 0.00

SCALE: 1" = 1'-0" A6.01 BRICK

ELEV. 0.00

FIRST FLOOR

FLOOR GABLEFIRST DETAIL

1

SEE 2/A6.01 FOR DETAILS

SCALE: 1" = 1'-0"

ELEV. 0.00

7 1/4"

5 1/2"

7 1/4"

SMOOTH CEMENT SIDING, TYP

10'-0"

2

A6.01

7 1/4"

12X12X8 CONCRETE FOOTING PER IRC TABLE R403.1

4" COMPACTED FILL

OPEN WD. DECK, TYP

4'-2"

10'-0"

4" CONC SLAB, TYP

4" CONC SLAB, TYP 3 1/2"

SEE 2/A6.01 FOR DETAILS

8" CMU FOUNDATION WALL

OPEN WD. DECK, TYP

7'-8"

1 1/2"

WD. COLUMN, TYP

SEE 2/A6.01 FOR DETAILS

1430 BEATIE AVENUE SW

1

WD. COLUMN, TYP

BR. HT. SMOOTH CEMENT SIDING, TYP

2X6 WD. TRIM, TYP. PAINTED SW 0050

NO. 3 MINIMUM @ 48" O.C. VERTICAL REINFORCEMENT

1

4" CONC SLAB, TYP

1

M.E.P. & F.P. (2) GP LAM LVL 2"X10" BEAMS

M.E.P. & F.P. (2) GP LAM LVL 2"X10" BEAMS

3/4" T&G SUBFLOOR SHEATHING SIMPSON HUC JOIST HANGER 16 GAUGE GALVANIZED STEEL

3/4" T&G SUBFLOOR SHEATHING

R- 19 BATT INSULATION CIVIL 1/2" GYPSUM WALL BOARD, TYP. STUD

SIMPSON HUC JOIST HANGER 16 GAUGE GALVANIZED STEEL

2X6TOWD. SIMPSON BCS2 POST CAP BEAM CONNECTION 24" O.C. 18 GAUGE GALVANIZED STEEL

CIVIL

ENGINEERED 2X4 WD. JOISTS FLOOR FRAMING 2X6 BOTTOM PLATE

10 MIL VAPOR BARRIER

SILL PLATE GASKET RAIN CHAIN

7" 1 1/2" 7"

BCI ENGINEERED WD. JOIST 10" DEEP SERIES 450S 1.8

4"2X6COMPACT GRANULAR FILL

FLASHING

FLASHING

4" COMPACT GRANULAR FILL

2'-6" SQUARE

ANCHOR BOLT

10 MIL VAPOR BARRIER 8" CMU FOUNDATION WALL 4" COMPACT GRANULAR FILL

ANCHOR BOLT

10 MIL VAPOR BARRIER

SIMPSON LCB COLUMN BASE GALV. 16 GAUGE STEEL

4" COMPACT GRANULAR FILL PERIMETER DRAIN, TYP

NO. 3 MINIMUM @ 48" O.C. VERTICAL REINFORCEMENT

8"

6"

SIMPSON LCB COLUMN BASE GALV. 16 GAUGE STEEL

18"MIN

4" 1 1/2" 7" 1 1/2"

8X8 TREATED WD. POST

ARCH

8X8 TREATED WD. POST

18"MIN

ARCH

2'-4"

BCI ENGINEERED WD. JOIST 10" DEEP SERIES 450S 1.8

8"

2'-4"

3'-6"

10 MIL VAPOR BARRIER RAIN CHAIN

4 1/2"

1 1/2" 6" 1 1/2"

5 1/2" 2X2

1'-1"

2X6 2X6

1 1/2"

1 1/2"

2X8

3/4" T&G SUBFLOOR SHEATHING R-30 BATT INSULATION

ENGINEERED 2X4 WD. JOISTS R- 19 BATT INSULATION 1/2" GYPSUM WALL BOARD, TYP. FLOOR FRAMING 2X6 WD. STUD 2X6 BOTTOM PLATE 24" O.C. SILL PLATE GASKET 3/4" T&G SUBFLOOR SHEATHING R-30 BATT INSULATION

SIMPSON BCS2 POST CAP TO BEAM CONNECTION 18 GAUGE GALVANIZED STEEL

SECTION VIEW

16" CONCRETE PIER

8" CMU FOUNDATION WALL NO. 3 MINIMUM @ 48" O.C. VERTICAL REINFORCEMENT

12X12X8 CONCRETE FOOTING PER IRC TABLE R403.1

PERIMETER DRAIN, TYP

#57 STONE

NO. 4 MINIMUM HORIZONTAL BAR REINFORCEMENT

4" PERFORATED PERIMETER DRAIN

PERIMETER DRAIN, TYP

A6.01

NO. 4 MINIMUM HORIZONTAL BAR REINFORCEMENT

4" PERFORATED PERIMETER DRAIN

RAILING DETAIL SCALE: 1" = 1'-0"

LOCATIONS

3 A6.01

FOUNDATION POST TO FLOOR BEAM CONNECTION DETAIL SCALE: 1" = 1'-0"

Pattern r+d 50 Hurt Plaza SE Atlanta, GA 30303

4" COMPACTED FILL

A6.01 DETAILS SCALE: 1" = 1'-0"

COMPACTED FILL

NOTE: RAIN CHAIN AT ALL DOWNSPOUT LOCATIONS

TYPICAL RAIN CHAIN DETAIL

4 A6.01

50 Hurt Plaza SE Atlanta, GA 30303

A6.01

24X24X8 CONCRETE FOOTING

3

24X24X8 CONCRETE FOOTING SCALE: 1" = 1'-0" COMPACTED FILL

A6.01

FOUNDATION POST TO FLOOR BEAM CONNECTION DETAIL SCALE: 1" = 1'-0"

c COPYRIGHT 2017

12X12X8 CONCRETE FOOTING PER IRC TABLE R403.1

5

#57 STONE CONC. BLOCK ANCHORED TO CHAIN

Pattern r+d

4" COMPACTED FILL

CONC. BLOCK ANCHORED TO CHAIN

16" CONCRETE PIER 6" CORTEN STEEL EDGE #5 DECORATIVE RIVER ROCK FILTER FABRIC

AIN DETAIL

6" CORTEN STEEL EDGE #5 DECORATIVE RIVER ROCK FILTER FABRIC

2

A6.01

1

A4.01

SECTION SCALE: 1/2" = 1'-0"

2 A6.01

3 A6.01

A4.01

1

DETAILS SCALE: 1" = 1'-0"

c COPYRIGHT 2017

2'-6" SQUARE

c COPYRIGHT 2017

1

2X6 WD. TRIM, TYP. PAINTED SW 0050 1 ELEV. 10.00 BR. HT. SMOOTH CEMENT SIDING, TYP

1

1

3 1/2"

1

ELEV. 10.00

1

1X12 WD. TRIM, TYP. 1

1

1

ELEV. 10.00 BR. HT. ELEV. 10.00 BR. HT.

10'-0"

1

1 TRIM 2X6

NO. 4 MINIMUM HORIZONTAL BAR REINFORCEMENT

1

1

ARCH

NOT FOR CONSTRUCTION

1 1

4" COMPACTED FILL

4'-11"

2X6 WD. TRIM, TYP. PAINTED SW 0050 SEE 5/A6.01 FOR RAILING DETAIL

SEE 5/A6.01 2 FOR RAILING DETAIL

1

1

10 MIL VAPOR BARRIER

4" COMPACT GRANULAR FILL

2 2'-8"

1 TYP 4" CONC SLAB,

WD. COLUMN, TYP

3'-0"

2"

WD. COLUMN, TYP 4" CONC SLAB, TYP

2

2X6 WD. TRIM, TYP. PAINTED SW 0050

SLOPE GRADE 1/4" PER FOOT AWAY FROM BUILDING

1

7'-8"

1/

1 SMOOTH CEMENT SIDING, TYP

1

1X12 WD. TRIM, TYP.

ARCH

ATLANTA, GA, 30310

5

1

WD. COLUMN, TYP

7 1/4"

7 1/4"

"

12X12X8 CONCRETE FOOTING PER IRC TABLE R403.1

ELEV. 10.00 BR. HT.

2X6 WD. TRIM, TYP. PAINTED SW 0050

10'-0"

2 1/2"

1'-0 1/2"

Elmhurst Capital

3 1/2"

11

ANCHOR BOLT

SMOOTH CEMENT SIDING, TYP

7'-8"

1X12 WD. TRIM, TYP.

1"

7'-8"

2'-8"

3 1/2"

ELEV. 17.92 TOP OF ROOF

8" CMU FOUNDATION WALL

Project Number: 075.16

1"

3 1/2"

NO. 3 MINIMUM @ 48" O.C. VERTICAL REINFORCEMENT

ELEV. 17.92 TOP OF ROOF

ELEV. 17.92 TOP OF ROOF

10'-0"

8

ASPHALT SHINGLE ROOF, TYP.

CIVIL

CIVIL

5 1/2"

12

FLASHING

ASPHALT SHINGLE ROOF, TYP.

ELEV. 17.92 TOP OF ROOF

1430 BEATIE AVENUE SW

7 1/4"

3'-0"

TOP OF ROOF

4'-2"

12

ELEV. 21.83

SLOPE GRADE 1/4" PER FOOT AWAY FROM BUILDING

1X8 VERTICAL BASEBOARD

8

ELEV. 21.83 TOP OF ROOF

TOP OF ROOF

12

TRIM 2X6

4" COMPACT GRANULAR FILL

8

4'-11"

R-30 BATT INSULATION

4'-2"

3/4" T&G SUBFLOOR SHEATHING

8

1X4 WD.

12

8

2X6 BOTTOM PLATE

SILL PLATE GASKET 1X4 BASEBOARD

ELEV. 21.83 TOP OF ROOF

1'-0 1/2"

TOP06.26 OF ROOF PERMIT SET

"

10 MIL VAPOR BARRIER

12

WALL SHEATHING

12 8

8 ELEV. 21.83

3 1/2"

ISSUES

M.E.P. & F.P.

1/2

8

ENGINEERED 2X WD. JOISTS FLOOR FRAMING

12

5

ASPHALT SHINGLE ROOF, TYP.

ASPHALT SHINGLE ROOF, TYP.

ANCHOR BOLT

" 11

12

4'-2"

12 8

ASPHALT SHINGLE ROOF, TYP.

1 1/2"

FLASHING

SECTION SCALE: 1/2" = 1'-0"

381 Haas St.

ISSUES XX.XX XXX

(2) GP LAM LVL 1 3/4"X11 7/8" BEAM 3/4" T&G SUBFLOOR SHEATHING SIMPSON HUC JOIST HANGER STEEL7/8" BEAM (2)16GPGAUGE LAM GALVANIZED LVL 1 3/4"X11

Pattern R+D|Architectural Designer|Jul. 2017 Addition, Renovation|Participated in all phases

3/4" T&G SUBFLOOR SHEATHING SIMPSON BCS2 POST CAP TO

SIMPSON HUC JOIST HANGER BEAM CONNECTION 16 18 GAUGE GAUGEGALVANIZED GALVANIZEDSTEEL STEEL

10

34

SIMPSON BCS2 POST CAP TO BEAM CONNECTION 18 BCI GAUGE GALVANIZED ENGINEERED WD. STEEL JOIST

'

11 7/8" DEEP SERIES 450S 1.8 '

2'-4"

1034

6X6 TREATED WD. POST

BCI ENGINEERED WD. JOIST 11 7/8" DEEP SERIES 450S 1.8

10 MIL VAPOR BARRIER

EXIST. CONC. PAVING " 1'-5

36 10 '

EXIST. FRONT PORCH THIS AREA EXIST. CONC. WALKWAY 1'-9

15'-0

IDE "S

30'-0" SIDE SETBA

AC TB SE

NEW. CONC. THIS AREA

NO. 4 MINIMUM HORIZONTAL BAR REINFORCEMENT

CK

1/2"

EXIST. WALKWAY

K ID: 15 177 03 075 381 HAAS ST LOT AREA: 0.170 AC NEW BLDG AREA: 2171 SF FIRST FLOOR AREA: 1153 SF SECOND FLOOR AREA: 1018 SF ZONE: R-4 NEW 2 STORY SINGLE FAMILY HOUSE

MARK HALL

6X6 TREATED WD. POST SIMPSON LCB COLUMN BASE GALV. 16 GAUGE STEEL

NO. 3 MINIMUM @ 48" O.C. VERTICAL REINFORCEMENT

16" CONCRETE PIER

NOT FOR CONSTRUCTION

1036'

ATLANTA, GA, 30310

EXIST. BRICK WALL EXIST. CONC. SIDEWALK

4" COMPACT GRANULAR FILL

Project Number: 143.17

22' HW

20' HW

381 HAAS AVENUE

2'-4"

10 MIL VAPOR BARRIER

8"

VE

8"

RO

SIMPSON LCB COLUMN BASE GALV. 16 GAUGE STEEL

4" COMPACT GRANULAR FILL

E

HAAS AVENUE

KG OA

U EN AV

CONCRETE NO.24X24X12 3 MINIMUM @ 48" FOOTING O.C. PER IRCREINFORCEMENT TABLE R403.1 VERTICAL 4" COMPACTED FILL

16" CONCRETE PIER

STRUCTURAL

24X24X12 CONCRETE FOOTING PER IRC TABLE R403.1

4" COMPACTED FILL ' 1038

M.E.P. POST & F.P. FOUNDATION TO FLOOR BEAM CONNECTION DETAIL

NO. 4 MINIMUM HORIZONTAL BAR REINFORCEMENT

2

A4.01

NEW WD. DECK PER IRC 2012 DETAILS EXIST. BRICK WALL

SCALE: 1" = 1'-0"

CIVIL

EROSION CONTROL FENCE

"S

IDE

2

A4.01

"R EA

4 FT HIGH TREE PROTECTION FENCE. NO EQUIPMENT OR STORAGE OF CONSTRUCTION ALLOWED BEYOND THIS POINT

SCALE: 1" = 1'-0"

1040'

7'-0

NEW 2 STORY GARAGE TOTAL AREA: 1131 SQFT(UNHEATED) 1F GARAGE - 533.5 SQFT 2F STORAGE - - 533.5 SQFT

" 8'-0

15'-0

1038'

K AC TB SE

FOUNDATION POST TO FLOOR BEAM CONNECTION DETAIL ARCH

RS E TB AC

EXISTING R-19 BATT INSULATION

K

7.4% CRZ IMPACT 48" OAK

EXISTING 2X4 WD. STUDS EXISTING WALL SHEATHING

12.66% CRZ IMPACT 30" OAK

1040'

ANCHOR BOLT

1/2" GYPSUM WALL BOARD, TYP.

EXISTING R-19 BATT INSULATION EXISTING 2X4 WD. STUDS

3/4" T&G SUBFLOOR SHEATHING

EXISTING WALL SHEATHING

Pattern r+d 50 Hurt Plaza SE Atlanta, GA 30303

BRICK METAL TIE

1/2" GYPSUM WALL BOARD, TYP.

1

SCALE: 1/8" = 1'-0" KEY PLAN NOTES

A2.03

51'-811/2" 43'-8 1/2"

43'-8 1/2"

3'-10"

3'-0"

1'-6" 11'-8" 1'-6" 28'-11 1/2" 28'-11 1/2"

4'-6"

11'-8"

4'-6"

RECEIVE THEIR PRIMARY POWER FROM WD. SPACERS BUILDING WIRINGSHALL AND SHALL BE EQUIPPED A. SMOKE DETECTORS BE INSTALLED AT WITH A BATTERY BACK UP. IRC AND SHALL LOCATIONS REQUIRED

BY THE WD. CARRIAGES RECEIVE THEIR PRIMARY POWER FROM BUILDING ANDROOM SHALLSHALL BE EQUIPPED B. EVERYWIRING SLEEPING HAVE AT LEAST 1 WITH A BATTERY BACK UP. OPERABLE EGRESS WINDOW OF NOT LESS

1'-6" 4'-0"

5'-5"

4'-0"

8" 2'-6" 8" 2'-6"

B.

EVERY SLEEPING ROOM SHALL HAVE AT LEAST 1 THE FLOOR. OPERABLE EGRESS WINDOW OF NOT LESS THAN 5.7 SQ .FT. AND SHALL BE LOCATED WITH THE SILL NOT MORE THAN 44" ABOVE AT THE C. SAFETY GLAZING SHALL BE PROVIDED

2

A2.03

2

A2.03

C.

THEFOLLOWING FLOOR. AREAS: 1'-0" A. SLIDING OR SWINGING DOORS

B. TUB AND/ORSHALL SHOWER ENCLOSURES AND SAFETY GLAZING BE PROVIDED AT THE GLAZING AREAS: IN WALLS LESS THAN 60" ABOVE THE FOLLOWING STANDING TUBS or SHOWERS. A. SLIDING OR SURFACE SWINGINGOF DOORS C. GLAZING WITHIN 24' OF THE SWING ARC OF B. TUB AND/OR SHOWER ENCLOSURES AND A DOOR. GLAZING IN WALLS LESS THAN 60" ABOVE THE E. GLAZING WITHIN OF THE FLOOR. STANDING SURFACE OF30" TUBS or SHOWERS. F. ANY INDIVIDUAL GREATER THAN C. GLAZING WITHIN 24' PANE OF THE SWING ARC OF9 SQ. FT. SCALE: 1" = 1'-0" A DOOR. E. GLAZING WITHIN 30" OF THE FLOOR. D. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH F. ANY INDIVIDUAL PANE GREATER THAN 9 SQ. FT. FULL THESE PLANS, THE INTERNATIONAL RESIDENTIAL

FOUNDATION DETAILS

3

2A4.01 STRINGER DETAIL SECTION

A4.02

SCALE: 1" = 1'-0" CODE (IRC 2012) AND THE MATERIAL

MANUFACTURERS' INSTALLATION INSTRUCTIONS. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THESE PLANS, THE INTERNATIONAL RESIDENTIAL CODE (IRC 2012) AND THE MATERIAL E. WHERE CONFLICTING INFORMATION EXISTS BETWEEN MANUFACTURERS' INSTALLATION INSTRUCTIONS. THESE PLANS AND OTHER REFERENCED REQUIRMENTS, THE MORE STRIGENT REQUIREMENT SHALL APPLY.

D.

14'-4 1/2" 51'-8 1/2"

12'-1"

8'-0"

3'-0"

2'-4"

3'-0"

12'-1"

3'-0"

E.

WHERE CONFLICTING INFORMATION EXISTS BETWEEN THESE PLANS AND OTHER REFERENCED REQUIRMENTS, F. SHALL COMPLY WITH THEAPPLY. MOST CURRENT THECONTRACTOR MORE STRIGENT REQUIREMENT SHALL CONSTRUCTION SAFETY REGULATIONS OF OSHA.

F.

CONTRACTOR SHALL COMPLY WITH THE MOST CURRENT G. CONTRACTOR SHALLREGULATIONS BE RESPONSIBLE PROVIDING CONSTRUCTION SAFETY OF OSHA. ADEQUATE STRUCTURAL SUPPORT OF CONSTRUCITON

WD. SPACERS

WD. CARRIAGES

2'-4"

43'-8 1/2"

51'-8 1/2"

1

A2.02

1

N

A2.02

FIRST FLOOR PLAN - PROPOSED SCALE: 1/4" = 1'-0" FIRST FLOOR PLAN - PROPOSED

1

A1.04

1

A1.04

N

1153 SQFT 1153 SQFT

SCALE: 1/4" = 1'-0"

1

A2.03

2

FIRST FLOOR BOUNDARY

1

A2.03

LOADS DURING ALL PHASES OF CONSTRUCTION INCLUDING, BUT NOT LIMITED TO, FOUNDATION G. CONTRACTOR SHALL BE RESPONSIBLE PROVIDING BACKFILL, BRACING OR WALL FRAMING TOOF RESIST CONSTRUCTION ADEQUATE STRUCTURAL SUPPORT CONSTRUCITON FLOOR LOADS LATERAL BUILDINGL LOADING, LOADS DURING ALLAND PHASES OF CONSTRUCTION BRACING OF NOT TRUSSES DURING INSTALLATION AND INCLUDING, BUT LIMITED TO, FOUNDATION BACKFILL, SUBSEQUENT LOADING, AND OTHER BRACING OR WALLCONSTRUCTION FRAMING TO RESIST CONSTRUCTION CONDITIONS ASLATERAL DICTATED

BY THE CONTRACTOR'S FLOOR LOADS AND BUILDINGL LOADING, CONSTRUCTION PRACTICE. BRACING OF TRUSSES DURING INSTALLATION AND SUBSEQUENT CONSTRUCTION LOADING, AND OTHER CONDITIONS AS DICTATED BY THE CONTRACTOR'S H. ALL CONSTRUCTION SHALL BE PERFORMED IN A GOOD, CONSTRUCTION PRACTICE. WORKMANLIKE MANNER FOLLOWING ACCEPTED CONSTRUCTION PRACTICS AND TOLERANCES, DEFECTIVE DAMAGED MATERIALS NOT BEINUSED AND SHALL H. ALL OR CONSTRUCTION SHALL BE SHALL PERFORMED A GOOD, BE REPLACED. WORKMANLIKE MANNER FOLLOWING ACCEPTED CONSTRUCTION PRACTICS AND TOLERANCES, DEFECTIVE OR DAMAGED MATERIALS SHALL NOT BE USED AND SHALL BE REPLACED.

STRINGER DETAIL SECTION DOOR TYPES

A4.02

FIRST FLOOR BOUNDARY

9'-7"

HVAC

3'-0"

WH

3'-0"

5'-0"

D2

2

3'-0"

23'-4"

3'-0"

1

1

SECOND FLOOR PLAN - PROPOSED PLAN - PROPOSED

2

2'-11 3/4" 2'-11 3/4"

1X6 SMOOTH F TYP POCKET DOOR WD. SIDING, 1

A4.01

1

A4.01

2

STANDARD LATCH SET PRIVACY SET

M.E.P. & F.P. M.E.P. & F.P.

STANDARD LATCH SET

CLOSET DOOR BATHROOM DOOR POCKET DOOR CLOSET DOOR

VAPOR BARRIER

CIVIL STAPLE CIVIL

VAPOR RETARDER BT. JOIST &TO U/S OF SUBFLOOR 1/2" GYPSUM BOARD

EXIST. 1" AIR SPACE 2X4 WD. STUDS

WD.JOIST @ 16" O.C.

7'-6" 7'-6"

ARCH

23'-6 1/2" 23'-6 1/2"

3 1/2" 2'-7" 5 1/2" 3 1/2" 2'-7"

2

A2.03

2

A2.03

5 1/2"

4'-4" 4'-4"

A2.02

1

F

BATHROOM DOOR BEDROOM DOOR

5/8" TONGUE &GROOVE

DOUBLE TOP PLATE

1X6 SMOOTH WD. SIDING, TYP VAPOR BARRIER EXIST. 1" AIR SPACE 2X4 WD. STUDS

A2.02

SCALE: 1/4" = 1'-0" A1.04 1 SECOND FLOOR A1.04 SCALE: 1/4" = 1'-0"

11'-0" 11'-0"

3 3

43'-3"

2

11'-5"

BEDROOM 11'-0" BEDROOM

1

5'-0"

CLOS.

23'-4" 43'-3"

11'-0"

1

2'-4 1/2"

CLOS.D2

11'-4 1/2"

B1

1'-4"

WH

11'-4 1/2"

B1

11'-5"

2'-4 1/2"

D

1

1

2'-8" 2'-1" 2'-8"

C1 5'-10" C1

C

BEDROOM DOOR EXTERIOR DOOR

ARCH

B1

2'-1"

2'-6 1/2"

2'-6 1/2"

D

B

B1

C1

W 5'-10" LAUNDRY W ROOM LAUNDRY ROOM HVAC

1

6"

17 R @ 7 7/8" 17 R @ 7 7/8" 16 T @ 10" 16 T @ 10"

3'-6" 7'-11"

3'-0"

3'-6"

D

2'-2"

2'-0"

5 1/2"5 1/2"

9'-7"

D2 D2

5 2 5 2 3'-0"

D

HERS CLOS. HERS CLOS.

3'-4 1/2"

3'-0"

7'-11" 7'-11"

3 BEDROOM 11'-0" BEDROOM 11'-0"

VF

10'-7" DN 10'-7"

D2

1'-4"

5

2'-8" 1'-1 1/2" 3'-3" 1'-1 1/2" 2'-8"

3'-0"

5'-6"

VF 5'-4 1/2"

C1

7'-11"

5

5'-6"

3'-0"

3'-6"

11'-1" 11'-1"

4'-0"

VF VF

2'-0"

6'-0"

4

6'-0"

4

6'-0"

C1

C1 C1

B1

5'-6"

CLOS.

3'-4 1/2"D2 CLOS.

5'-4 1/2"

DN

3'-3"

1'-6"

5'-6"

C1

5'-4 1/2" 5'-4 1/2"

1'-6"

2'-4"

CLOS. D2 5'-0" CLOS. 5'-0" 6'-0"

2'-9" 4'-0" 2'-9" 7 1/2" 2'-6" 3'-0" 7 1/2" 2'-6"

2'-11 1/2" 3'-0" BARN SHELFDOOR, TYP 3'-0" 2'-11 1/2" SHELF

3'-0"

2'-6" 2'-6" D2

2'-4"

1'-5" 1'-5"

B1

2'-6" 2'-2" 2'-6"

BARN DOOR, TYP

8 1/2" 8 1/2"

3

RESTROOM

4

3'-4" 3'-4"

MASTER BEDROOM

3'-0"

RESTROOM

3'-0"

3'-6"

2'-4" 3'-0" 3'-0" 2'-4" 3'-10" 3'-10" 3'-0" 3'-0"

24'-0" 24'-0"

7'-0" 4"

3'-4"

MASTER BEDROOM

7'-0" 7'-0"

2

A2.02

1'-10"1'-10"3'-0" 3'-0"

2

A2.02

1

4

3'-4" 7'-0" 4"

15'-4 1/2" 15'-4 1/2"

1

3'-0"

25'-1 1/2"

3 3

25'-1 1/2"

43'-3"

2'-11 3/4" 2'-0" 2'-11 3/4" 2'-0"

3'-0" 3'-0"

2'-8" 6" 2'-8" 8 1/2" 8 1/2" 1'-0 1/2" 1'-0 1/2"

7'-4 1/2" 7'-4 1/2"

5'-7 1/2" 5'-7 1/2"

3'-0" 3'-0"

PRIVACY SET

EXTERIOR DOOR

C

43'-3" 1'-0 1/2"

HARDWARE SCHEDULE

1 A SCALE: 1" = 1'-0" HARDWARE SCHEDULE

DOOR TYPES A B

1'-0 1/2"

STRUCTURAL

STRUCTURAL

1018 SQFT 1018 SQFT

N N

3

A4.02

STAPLE VAPOR RETARDER

R-19 BATT Pattern r+d &TO U/S OF BT. INSULATION JOIST 50 Hurt Plaza SE SUBFLOOR Pattern Atlanta, GAr+d 30303 50 Hurt Plaza SE 1/2" Atlanta, GA 30303

GYPSUM BOARD

WD.JOIST @ 16" O.C.

A1.04 A1.04

FLOOR WALL INTERFACE DETAIL SCALE: 1" = 1'-0"

FLOOR PLANS - PROPOSED FLOORSCALE: PLANS -1/4" PROPOSED = 1'-0" SCALE: 1/4" = 1'-0"

c COPYRIGHT 2017

3'-0"

STRINGER

WD. TREAD

43'-8 1/2" 5'-11"

COMPACTED FILL

FOUNDATION DETAILS

3

5.7 SQ .FT. AND SHALL BE LOCATED SCALE: 1" = 1'-0" A4.01THAN WITH THE SILL NOT MORE THAN 44" ABOVE

2'-6" 2'-4"

1

3'-0"

14'-4 1/2"

SMOKE DETECTORS SHALL BE INSTALLED AT GENERAL NOTES LOCATIONS REQUIRED BY THE IRC AND SHALL

2'-6"

15'-11" 15'-11"

LIVING

EXIST. CONC. FOOTING

WD. TREAD

A.

5'-5"

19'-9" LIVING 19'-9"

3'-6" 2'-0"

17'-0"

8'-0"

3'-10" 1'-6"

4'-6 1/2"

3'-6" 3'-6"

11'-0"

A1

COMPACTED FILL

FULL STRINGER

RAILING 42" HIGH, TYP.

GENERAL NOTES

1

3'-0"

7'-10"

4'-6 1/2"

1'-8" 4'-0"

2'-5"

11'-0" 11'-0"

4'-0"

11'-4 1/2"

2'-0"

2'-6"

2'-0"

2'-6"

REF.

3'-0"

A1

1

KITCHEN 17'-0"

6.

2'-4"

5'-11"

2'-0"

BENCH 5'-4 1/2"

KITCHEN REF.

A4.01

11'-4 1/2"

3'-0"

3'-6"

5'-6"

DW

EGRESS WINDOW SHALL HAVE A MINIMUM 4.

SLOPE OPENING 1/4"/FOOTHEIGHT TO DRAIN 24" CLEAR AND A MINIMUM OPENING WIDTH OF 20" PER IRC R310.1-4 5. NEW VENT FAN W/ LIGHT 4. SLOPE 1/4"/FOOT TO DRAIN 6. RAILING 42" HIGH, TYP. 5. NEW VENT FAN W/ LIGHT

EXIST. CMU FOUNDATION WALL

1

EXIST. CONC. FOOTING

3.

A4.01

B1 B1

8" 3'-6"

12'-0" 12'-0"

2'-4"

F1 MUDROOM 2'-6" 1'-3" BENCH F1 MUDROOM 5'-4 1/2"

5'-4 1/2"

1 1

3'-6"

2'-3"

5'-6"

4'-5" 4'-5"

3'-0"

GUEST BEDROOM

2'-6" 8 1/2"

DW

1'-3"

2'-5"

1'-4"

3'-0" 2'-4"3'-0" 2'-4"

1'-3"

1'-4"

8'-1"

A1

2'-6" D2

2'-3" 2'-3"

2'-0"

6'-2"

D2 PANTRY

A1

11 1/2" 11 1/2"

2'-4" 2'-5"

5'-0"

2'-3"

6'-2"

2'-0"

DESK DESK PANTRY 5'-0"

D2

2'-5" 2'-11"

2'-7" 3'-0"

9"

3'-0" 5'-5" RESTROOM RESTROOM 7 1/2" 2'-8" 8'-1" 7 1/2" 2'-8"

6'-11" 6'-11"

D2

UP 3'-5"

C1

5'-4 1/2"

11'-0" GUEST BEDROOM 3

CLOS.

CLOS.

C1

1'-8" 1'-8"

COAT 9" 2'-6" 8 1/2"

3'-5"

10"

3'-0"

D2

5

5'-5"

17 R @ 7 7/8" 17 R @ 7 7/8" 16 T @ 10" 16 T @ 10"

10"

COLUMN

5'-0"

COAT

UP

3'-0"

5'-0"

A1

8'-1"

NEW DECK PER IRC 2012

OPEN RAIL, TYP OPEN RAIL, TYP COLUMN

2

A1

1'-3"

NEW DECK PER IRC 2012

12'-6 1/2" 12'-6 1/2"

DINING DINING

2

7'-7"

4'-1 1/2" 2'-1 1/2" 4'-1 1/2" 8" 2'-1 1/2"

2'-4" 3'-0" 3'-0" 2'-2"

15'-2"

2'-2"

7'-4"

7'-10"

24'-0"

WD. DECK WD. DECK

A2.02

7'-10"

2

24'-0"

2

A2.02

28'-11 1/2" 28'-11 1/2"

8'-1"

7'-4"

8'-1"

6"

VF

VF

4'-4"

11'-0"

3

3'-4 1/2" D2

2'-11"

1

A4.02

1 2'-4"

4 7'-7"

6"

15'-2"

5

5'-4 1/2"

4

A4.02

6"

6"

6'-0"

3'-4 1/2"

5'-4 1/2"

EXIST. HOUSE BOUNDARY

1'-8"

18'-11 1/2"

EXIST. HOUSE BOUNDARY

7'-10"

3'-0"

3'-6 1/2" 3'-6 1/2" 7 1/2" 2'-8" 3" 7 1/2" 2'-8" 3"

7'-5"

2'-7"

3'-0"

8'-1"

4'-11 1/2"4'-11 1/2"

1'-0"

VENTED AIRSPACE

ISSUES EXIST. BRICK VENEER XX.XX XXX

2. GFCI PROTECTION IN WET AREAS 1. COMBINED SMOKE AND CARBON MONOXIDE EXIST. CMU FOUNDATION WALL DETECTOR. 3. EGRESS WINDOW SHALL HAVE A MINIMUM 24" CLEAR OPENING HEIGHT 2.1'-0" GFCI PROTECTION IN WET AREASAND A MINIMUM OPENING WIDTH OF 20" PER IRC R310.1-4

4'-4"

11'-0"

8'-0"

6'-0"

NOT FOR CONSTRUCTION

18'-11 1/2"

c COPYRIGHT 2017

51'-8 1/2"

3'-0"

MARK HALL MARK HALL

7'-5"

NOT FOR CONSTRUCTION

3'-0"

ATLANTA, GA, 30310

1'-0"

Project Number: 143.17

8'-0"

ISSUES BRICK METAL TIE XX.XX XXX

COMBINED SMOKE AND CARBON MONOXIDE KEY PLAN NOTES DETECTOR.

1.

A2.03

Project Number: 143.17

SCALE: 1/8" = 1'-0"

SITE PLAN - PROPOSED

381 HAAS 381GA, HAASAVENUE AVENUE ATLANTA, 30310

C.01

EXIST. BRICK VENEER c COPYRIGHT 2017

3/4" T&G SUBFLOOR SHEATHING

N

SITE PLAN - PROPOSED

1

ANCHOR VENTEDBOLT AIRSPACE

C.02

NOT FOR CONSTRUCTION

Project Number: 143.17

ATLANTA, GA, 30310

381 HAAS AVEN

STRUCTURAL ISSUES XX.XX XXX NEW ASPHALT ROOF, TYP ELEV. 31.19

2'-0" DECORATIVE PANEL SEE 4/A2.03 FOR DETAIL

ELEV. 31.19 2'-7"

TOP OF ROOF

NEW ASPHALT ROOF, TYP

TOP OF ROOF

M.E.P. & F.P.

PTD. HIGH REFLECTIVE WHITE SW 7757

ELEV. 26.95 TOP OF ROOF

3'-0"

7'-6"

NEW 1X6 SMOOTH WD. SIDING

2'-0" 8'-7 1/2"

12

3

2'-0" SOLID DECORATIVE PANEL ELEV. 20.00

2X4 WD. TRIM 1X6 WD. TRIM BAND

6

CIVIL

7'-9"

3 1/2"

ARCH

1

1

9'-0"

2'-0"

5 1/2"

BR. HT.

2X6 WD. TRIM

1

12

3

5 1/2"

5'-3 1/2"

TOP OF ROOF

1

3 1/2"

3'-8 1/2"

1 ELEV. 16.28

3

5'-8"

ELEV. 20.00 BR. HT.

5 1/2"

2

1

2'-9"

10

3 1/2"

11'-2 1/4"

3'-0"

12 1

6X6 WD. COLUMN 1

1

11'-0"

GABLE DETAIL

ELEV. 0.00 FIRST FLOOR

SCALE: 1" = 1'-0"

3

A2.03

Pattern r+d

WINDOW SCHEDULE SCALE: 1/2" = 1'-0"

EXIST. 10" BRICK WALL W/ 4.5" WD. SIDING WALL INSIDE

WEST ELEVATION - PROPOSED

2

A2.02

1

A2.02

SCALE: 1/4" = 1'-0"

50 Hurt Plaza SE Atlanta, GA 30303

NOT FOR CONSTRUCTION

4

A2.03

A2.02

SOUTH ELEVATION - PROPOSED SCALE: 1/4" = 1'-0"

c COPYRIGHT 2017

ELEV. 0.00

Project Number: 143.17

11'-0"

1

ATLANTA, GA, 30310

4 1/2"

1"

7

381 HAAS AVENUE

SECOND FLOOR

SECOND FLOOR

FIRST FLOOR

MARK HALL

ELEV. 11.00

ELEV. 11.00

ELEVATIONS STRUCTURAL SCALE: 1/4" = 1'-0" NEW ASPHALT ROOF, TYP NEW ASPHALT ROOF, TYP

ELEV. 31.19 2'-7"

TOP OF ROOF

TOP OF ROOF

ELEV. 26.95

ELEV. 26.95

TOP OF ROOF

TOP OF ROOF

NEW 1X6 SMOOTH WD. SIDING

10

SOLID WD. DECORATIVE PANEL

12

BR. HT.

NEW 1X6 WD. FRAME

ARCH 1

3

3

3

3

3

1

12

ELEV. 11.00

12

ELEV. 11.00

6

SECOND FLOOR

1

SECOND FLOOR

ISSUES XX.XX XXX E

2

2

E E

11'-0"

11'-0"

E

1

9'-0"

9'-0"

3

CIVIL

6

ELEV. 20.00

ELEV. 20.00 BR. HT.

M.E.P. & F.P.

PTD. HIGH REFLECTIVE WHITE SW 7757

8'-7 1/2"

12

8'-7 1/2"

2'-7"

ELEV. 31.19

2'-0" DECORATIVE PANEL SEE 4/A2.03 FOR DETAIL

E

Pattern r+d ELEV. 0.00

ELEV. 0.00

FIRST FLOOR

FIRST FLOOR

50 Hurt Plaza SE Atlanta, GA 30303

A2.03

1

EAST ELEVATION - PROPOSED

A2.03

SCALE: 1/4" = 1'-0"

c COPYRIGHT 2017

A2.03

EXIST. 10" BRICK WALL W/ 4.5" WD. SIDING WALL INSIDE

2

NORTH ELEVATION - PROPOSED SCALE: 1/4" = 1'-0"

ELEVATIONS & WINDOW SCHEDULE SCALE: VARIES

ISSUES XX.XX XXX

(2) GP LAM LVL 1 3/4"X11 7/8" BEAM 3/4" T&G SUBFLOOR SHEATHING SIMPSON HUC JOIST HANGER 16 GAUGE GALVANIZED STEEL

RIDGE CAP RIDGE BEAM

SIMPSON BCS2 POST CAP TO BEAM CONNECTION 18 GAUGE GALVANIZED STEEL

ELEV. 31.19

NEW 2X4 WD. STUDS VAPOR BARRIER

M.E.P. & F.P.

3 1/2"

MARK HALL

11'-2 3/8" 1X6 SMOOTH FIBER CEMENT SIDING, TYP NEW R-13 BATT INSULATION

INTERIOR WALL FINISH 1/2" GYP. WALL BOARD

STRUCTURAL

SCALE: 1" = 1'-0"

5"

3 1/2"

2X4 DOUBLE TOP PLATE

NOT FOR CONSTRUCTION

10'-2"

FOUNDATION POST TO FLOOR BEAM CONNECTION DETAIL

BR. HT.

NEW 2X8 WD. RAFTER W/ 3/4" T&G DECKING

3'-3 1/2"

2

A4.01

ELEV. 20.00 R-30 BATT INSULATION

Project Number: 143.17

4" COMPACTED FILL NO. 4 MINIMUM HORIZONTAL BAR REINFORCEMENT

COLUMN, PTD. "SW 7757 HIGH REFLECTIVE WHITE"

HURRICANE STRAP

ATLANTA, GA, 30310

16" CONCRETE PIER 24X24X12 CONCRETE FOOTING PER IRC TABLE R403.1

NEW 2X10 WD. RAFTER W/ 3/4" T&G DECKING

381 HAAS AVENUE

NO. 3 MINIMUM @ 48" O.C. VERTICAL REINFORCEMENT

#30 ROOF FELT

9'-0"

8"

4" COMPACT GRANULAR FILL

ASPHALT SHINGLE ROOF

NOT FOR CONSTRUCTION

SIMPSON LCB COLUMN BASE GALV. 16 GAUGE STEEL

TOP OF ROOF

MARK HALL

6X6 TREATED WD. POST

10 MIL VAPOR BARRIER

ATLANTA, GA, 30310

381 HAAS AVENUE

2'-4"

BCI ENGINEERED WD. JOIST 11 7/8" DEEP SERIES 450S 1.8

Project Number: 143.17

11'-1"

STRUCTURAL

2X4 BOTTOM PLATE

ELEV. 11.00 SECOND FLOOR FLASHING WOOD CAP

EXISTING R-19 BATT INSULATION

M.E.P. & F.P.

3

EXISTING 2X4 WD. STUDS

3 1/4" 2"

1/2" BULLNOSE EDGE, TYP

EXISTING WALL SHEATHING

A4.02

CIVIL ANCHOR BOLT

1/2" GYPSUM WALL BOARD, TYP.

CIVIL 11'-0"

3/4" T&G SUBFLOOR SHEATHING

WD. RISER BRICK METAL TIE

ARCH

VENTED AIRSPACE

EXISTING R-13 BATT INSULATION

ARCH

EXISTING 2X4 WD. STUDS

EXIST. BRICK VENEER

EXISTING WALL SHEATHING 1/2" GYPSUM WALL BOARD, TYP. 3/4" T&G SUBFLOOR SHEATHING

ANCHOR BOLT

BRICK METAL TIE VENTED AIRSPACE

(2) 2X4 WD. FRAMING, TYP.

SPACER

EXIST. CONC. FOOTING

MIN.

2

A4.02

ELEV. 0.00 FIRST FLOOR

EXIST. BRICK VENEER 1'-6"

FULL STRINGER

EXIST. CMU FOUNDATION WALL

CARRIAGE EXIST. CMU FOUNDATION WALL PERIMETER DRAIN, TYP COMPACTED FILL

EXIST. CONC. FOOTING

Pattern r+d 50 Hurt Plaza SE Atlanta, GA 30303

COMPACTED FILL

STAIR SECTION 3 SCALE: 1" = 1'-0" A4.01

FOUNDATION DETAILS SCALE: 1" = 1'-0"

A4.01

Pattern r+d

3

501 HurtSECTION Plaza SE Atlanta, GA 30303 A4.01 SCALE: 1/2" = 1'-0"

A4.01

A4.01 SECTION & DETAILS SCALE: VARIES

A4.02 SECTION & DETAILS SCALE: 1" = 1'-0"

c COPYRIGHT 2017

1

A4.02

c COPYRIGHT 2017

2

67'-10 1/2" 58'-7 1/2"

1'-6" 4'-4"

2'-0"

1'-6" 4'-4 1/2"

2'-6"6" 5"2'-6"

3'-2" 4'-11"

6"

2'-6"

2'-6"

5"

6"

2'-6"

A1.01

32'-4"

1'-6" 1'-6" 8'-9" 8'-9"

8'-9" 8'-9"

1'-6" 1'-6" 1'-6"

1'-6" 1'-6"

32'-4" 32'-4"

8'-9" 8'-10" 8'-10"

32'-4"

1'-6" 1'-6" 1'-6" 32'-4"

8'-10" 8'-9" 1'-6" 1'-6" 1'-6"

2

7

FIXED

CHIMNEY: REF. TO COMPATIBILITY STUDY PAGE 7 CHIMNEY: REF. TO COMPATIBILITY STUDY REF. PAGETO 7 COMPATIBILITY ROOF: STUDY PAGE 8 ROOF:WINDOWS REF. TO COMPATIBILITY ALL SHALL BE ANDERSEN STUDY PAGE 8

NOTE: 100 SERIES WITH "COLONIAL" STYLE GRILLES WITH "FINELIGHT WITH EXTERIOR GRILLES" OPTION THAT HAVE MUNTINS MOUNTED TO EXTERIOR OF GLASS TO MATCH EXISTING WINDOWS.

SINGLE HUNG

1

3

3

3

3

OVERHANG: REF. TO COMPATIBILITY

SINGLE HUNG STUDY PAGE 11

OVERHANG: REF. TO COMPATIBILITY STUDY PAGE 11

1 FIXED

GAP FOR DRAINAGE CONC. PORCH TOP

N

NOTE: ALL WINDOWS SHALL BE ANDERSEN 100 SERIES WITH "COLONIAL" STYLE GRILLES WITH "FINELIGHT WITH EXTERIOR GRILLES" OPTION THAT HAVE MUNTINS MOUNTED TO EXTERIOR OF GLASS TO MATCH EXISTING WINDOWS.

BRICK CHEEK WALL, TYP.

N

N

SINGLE HUNG

1

NORTH ELEVATION - PROPOSED

A2.01

WINDOW SCHEDULE

1

DOORS: REF. TO COMPATIBILITY STUDY PAGE 5 DOORS: REF. TO COMPATIBILITY STUDY PAGE 5

SCALE: 1/4" = 1'-0"

1 A2.01

SCALE: 1/2" = 1'-0"

A2.01

WINDOW SCHEDULE SCALE: 1/2" = 1'-0"

1 SOUTH ELEVATION - PROPOSED WINDOW SCHEDULE A2.02 1 A2.02

SCALE: 1/2" = 1'-0"

SOUTH ELEVATION - PROPOSED

STRUCTURAL

SCALE: 1/4" = 1'-0"

N M.E.P. & F.P.

ELEV. 19.81 NEW ASPHALT SHINGLE ROOF. "SW 2819 DOWNING STATE" TYP.

ELEV. 19.81 TOP OF ROOF TOP OF ROOF ELEV. 19.81

ELEV. 19.81

CHIMNEY: REF. TO COMPATIBILITY STUDY PAGE 7 CHIMNEY: REF. TO COMPATIBILITY STUDY PAGE 7

M.E.P. & F.P. M.E.P. & F.P.

NEW ASPHALT SHINGLE ROOF. "SW 2819 DOWNING STATE" TYP.

CIVIL

9'-9 3/4" 9'-9

9'-9 3/4" 9'-9 3/4" 9'-9 3/4"

3/4"

NEW ASPHALT SHINGLE ROOF. "SW 2819 NEW ASPHALT DOWNING STATE" TYP. SHINGLE ROOF. "SW 2819 DOWNING STATE" TYP.

BRICK CHIMNEY

ROOF: REF. TO COMPATIBILITY STUDY PAGE 8

BRICK CHIMNEY

ROOF: REF. TO COMPATIBILITY STUDY PAGE 8

N S D

CIVIL CIVIL

TOP OF ROOF

TOP OF ROOF

NOTE: ALL WITH "COL WITH EXTE MOUNTED WINDOWS

STRUCTURAL STRUCTURAL

SCALE: 1/4" = 1'-0"

SCALE: 1/4" = 1'-0"

ELEV. 19.81 TOP OF ROOF

WHWH VENTURES, VENTURES, LLC LLC

7

ATLANTA, ATLANTA, GA GA 30310 30310

12

2'-0"

Project Project Number: Number: 132.17 132.17

2'-6"

12

6'-0"

12

OVERHANG: REF. TO COMPATIBILITY STUDY PAGE 11

BRICK CHEEK WALL, TYP.

ELEV. 0.00

COLUMN DETAIL

2'-0"

2'-0"

7

OVERHANG: REF. TO COMPATIBILITY STUDY PAGE 11 OVERHANG: REF. TO COMPATIBILITY WINDOWS: REF. TO COMPATIBILITY STUDY PAGE 11 STUDY PAGE 6 WINDOWS: REF. TO COMPATIBILITY STUDY PAGE 6

FIRST FLOOR ELEV. 0.00

DETAIL SCALE: 2" = 1'-0" A2.02 3 COLUMN

2

3

6'-0"

12 7

6'-0"

1

6" SMOOTH CEMENT SIDING

SCALE: 2" = 1'-0" FLOOR PLAN -A2.02 PROPOSED

1

2'-6"

00BEECHER BEECHERSTREET STREETSW SW

3

BRACKET DETAIL

A2.02 SCALE: 2" = 1'-0"

2'-0"

2

3"

5 1/2"5 1/2"1 1/2"1 1/2"

BRACKET DETAIL 2 4 NORTH ELEVATION - PROPOSED

SCALE: = 1'-0" A2.02 4 SCALE: 1/4" 2" = 1'-0" A2.01

ISSUES XX.XX ISSUES XXX XX.XX XXX

3'-0"

3

FIRST FLOOR

A2.01

8'-10"

2'-6"

3'-2"

1

GAP FOR DRAINAGE CONC. PORCH TOP

SCALE: 1/4" = 1'-0"

DOORS: REF. TO COMPATIBILITY STUDY PAGE 4

F

SEE DETAILS FOR BRACKET

DOORS: REF. TO COMPATIBILITY STUDY PAGE 4

NORTH ELEVATION - PROPOSED2

D

SEE DETAILS FOR BRACKET

6" SMOOTH CEMENT SIDING

SCALE: 1/4"A1.01 = 1'-0" SCALE: 1/4" = 1'-0"

C

NOT FOR CONSTRUCTION

3" 1" 2" 1" 2"

FLOOR PLAN - PROPOSED SCALE: 1/4" = 1'-0" FLOORA1.01 PLAN - PROPOSED 1 FLOOR PLAN - PROPOSED 1

D

WH VENTURES, LLC

1

GAP FOR DRAINAGE CONC. PORCH TOP

1'-6"

N 3'-0"

4'-11"

1

1

OVERHANG: REF. TO COMPATIBILITY STUDY PAGE 11

AL WO CO OR BE

11'-4 1/2"

3'-0"

6'-0"

1

H.

2 A2.01

ISSUES XX.XX XXX

ROOF: REF. TO COMPATIBILITY STUDY PAGE 8

OVERHANG: REF. 1 1 TO COMPATIBILITY 1 STUDY PAGE 11

10'-0"10'-0"

1

CO AD LO IN BR FL BR SU CO CO

2 A2.01

1'-6"

11" SEE DETAILS FOR BRACKET

5'-8 1/2"

ELEV. 10.00

3

1

CO CO

B

5'-5"

3'-10"

ROOF: REF. TO COMPATIBILITY STUDY PAGE 8

5R @ 7"

11'-4 1/2"

2'-4"

TOP OF ROOF

2 A2.02

1 1

4T @ 11"

8'-9"

3'-5" 3'-0"

11'-4 1/2"

6'-0"

1

9'-9 3/4" 9'-9 3/4"

1

F.

G.

11'-4 1/2"

3'-2"

LIVING ROOM

67'-10 1/2"

SEE DETAILS FOR BRACKET 1

DN

2'-6" 5'-5" 5'-5"

3'-2"

2 A2.01

2 A2.01

5R @ 7"

1'-6"

2'-6"

F

A

3'-0"

6"

DN

4T @ 11"

WH TH TH

E. D

8'-9"

3'-0" 3'-0" 5'-5"

1'-0"

4'-11"

C

8'-9"

5" 1/2" 4'-11" 5'-8

5"

1'-6" 1'-6"

4'-4"

5'-11"

2'-6 1/2"

1'-0"

11" 2'-6"

5R @ 7"

3'-0"

2'-6"

2'-6"

2'-4"

11"

1'-0"

5'-8 1/2"

4'-4 1/2" 3'-0" 3 1/2" 3'-0" 4'-4" 3'-0" 3 1/2" 3'-0" 3'-0" 3'-0" 2'-6" 2'-6"3'-5" 3'-5" 4'-4 1/2"4'-4 1/2" 3'-0" 3 3'-0" 1/2" 3'-0"

3'-4 1/2"3'-4 1/2"

5'-5" 3'-0" 3'-0" 3 1/2" 3'-0" 3'-5" 2'-6"

1'-0" 2'-0" 11"

8'-10 1/2"

4'-4"

3'-0" 4'-4"

3'-6"

2'-0" 3'-6" 2'-6 1/2"2'-6 1/2" 5'-11" 5'-11"

5'-11" 11"

3'-10" 3'-10"

2'-0" 2'-0"

2'-4"

2'-6"

8'-10"

3'-5" 2'-6"

2'-0" 3'-6" 2'-0"

2'-0" 2'-0"

2'-0"

2'-6"

3'-6"

2'-6"

6'-0"

6'-0"

2'-6"

6'-4 1/2" 7'-10 1/2" 7'-10 1/2"

3'-4 1/2"

3'-4 1/2"

8'-10 1/2"

3'-0"

8'-9"

3'-0" 3 1/2" 3'-0"

5'-11"

2'-6 1/2"

3'-4 1/2" 2'-0"

6'-0"

6'-4 1/2"6'-4 1/2" 2'-6"

4'-0"

6'-0"

4'-0"

7'-10 1/2" 8'-10 1/2" 8'-10 1/2"

DW

DW

3'-10"

21'-3 1/2"

4T @ 11"

DN

7'-9"

2'-4"

2'-6"

7'-9"

4T @ 11" 7'-9" 5R @ 7"

2'-6"

11'-6"

LIVING ROOM

AL TH CO MA

B

ATLANTA, GA 30310

1/ 2"

3'-0"

LIVING ROOM

7

3 1/ 2"

FIRST FLOOR

10'-0"

B1

BR. HT. ELEV. 10.00

DOORS: REF. TO COMPATIBILITY STUDY PAGE 4

A2.01

13'-9 1/2"

12

BR. HT.

2

1

2'-6"ROOF: REF. 2'-6"TO COMPATIBILITY 2'-6"

ELEV. 0.00

1

MASTER BEDROOM

10'-9"

A2.02 9'-9"

DN

16'-4 1/2"

21'-3 1/2"

2 SEE DETAILS FOR BRACKET

12

0.00

A1.01

A1

C. A E.

F. DO

Project Number: 132.17

3 1/2"

ELEV. 0.00

A1

2'-6"7'-9"

SA

ALLFO C A. WORK B. CONS ORGL D BE ST R

D. A

0 BEECHER STREET SW

3 1/2"

10 1/2"

FIRST FLOOR

11'-4 1/2" A1

2'-6" 11'-6"

CONS

C. H.

1'-6"

2'-0"

10 1/2"

5"

1

2'-6"

11'-6"

MASTER CLOS.

7

1" 1"1"1"1" 1"

5"

1

1

3'-2"

3'-0"11'-6" 21'-3 1/2"

3'-4 1/2"

21'-3 1/2"

7'-9"

ELEV. 19.81

1 12

10'-0"

3 1/2"3 1/2"

2'-6"

6'-0"

4'-0"

7'-10 1/2"

4'-0"

3'-0" 3'-10" 7'-10 1/2"

2'-0" 4'-0" 1/2" 4'-0" 10'-10 3'-4 1/2"3'-4 1/2"

7'-5 1/2" 7'-53'-4 1/2"1/2" 3'-6" 2'-0"

2 A2.02

2 A2.02

2'-0"

12'-7"

W D

2'-4" PANTRY

7

5"

SEE DETAIL FOR COLUMN

VF

1'-6"

67'-10 1/2"

0 3/4"01" 3/4"2" 1" 1" 2" 1"

1 SEE DETAIL FOR COLUMN

5"

FIRST FLOOR

11'-1 1/2"

3'-6"

67'-10 1/2" 48'-6"

48'-6" DINING ROOM 67'-10 1/2"

ELEV. 10.00

ELEV. BR. HT.

1 1

CONT WI ADEQ LOAD

B. INCL EV BRAC OP FLOO TH BRAC WI SUBS TH COND

1'-6"

9'-3"

MASTER BEDROOM

5

2 A2.01

9'-3"

48'-6"

1'-0" 1'-0"

1 12

2'-0"

B1

7'-9" 1'-6" 7'-9"

TOP OF ROOF ELEV. 19.81

7

2'-0"

C1

LIVING ROOM 3'-6"

BR. HT.

CHIMNEY: REF. TO COMPATIBILITY STUDY PAGE 7

MASTER BEDROOM 16'-4 1/2"

MASTER BEDROOM

STUDY PAGE 8

8'-0"

SEE DETAIL FOR COLUMN

2'-4"

6'-0"

BRICK DRIP CAP

10'-7" 16'-4 1/2"

3

16'-4 1/2"

2'-6" 5" 4'-11" 6" 2'-6" 2'-6" 10 1/2" 2'-6" 7 1/2" 10'-9" B1 B1 13'-9 1/2" 3'-0" BATHROOM C1

2'-6" 2'-6" 48'-6" 5'-8 2'-6"1/2"

2'-6"

D2 2'-0"

7

ELEV. 10.00

ELEV. 19.81

CLOS. 10'-9"

13'-9 1/2" 3'-0"

2'-6"

2'-6" 9'-9"

2'-6"

ELEV. 10.00 BR. HT.

3'-0"

1/2" 1'-6" 2'-4 1/2"2'-4 1'-6"

4'-4 1/2" 12'-7" 12'-7"

4'-0" 3'-6"

2'-0" 3'-6" DW 7'-5 1/2" 2'-0" 2'-0"

W 3'-6"

D

8'-10 6'-4 1/2"1/2"

10'-10 1/2" 10'-10 1/2"

7'-5 2'-0" 1/2"

3'-4 1/2"

4'-0"

REF

DW REF 7'-5 1/2"

W REF

2'-4" 1 PANTRY

12

9'-0 1/2"

COMPATIBILITY STUDY PAGE 7

9'-9 3/4"

9'-9 3/4"

12

7

SCALE: 1/4" =CHIMNEY: 1'-0" REF. TO

C1

9'-9"

KITCHEN

FLOOR PLAN - PROPOSED

1 A1.01

5

SM CONT LO CONS

RE BU

5

2'-6"

2 3'-4 1/2"

3'-6"

DINING 8'-1" ROOM

2'-4" D2 PANTRY 2'-0"

9'-9" 2'-6"

7'-0"

3

A1 D2 2'-0"

2'-4" 7'-0" PANTRY

TOP OF ROOF

VF

2'-6" DINING ROOM

LAUNDRY

ELEV. 19.81

CHIMNEY: REF. TO COMPATIBILITY STUDY PAGE 7

1

5

BRICK DRIP CAP

ELEV. 19.81 TOP OF ROOF

9'-9 3/4" 10'-0"

BATHROOM

ROOM KITCHEN DINING 3'-6" 3'-6"

2'-6"

3'-6" 8'-1"

G

A.

G.

4T @ 11" 5R @9'-3" 7"

DN

7'-9"

10'-7"

WHER THES THE M

E.

F.

9'-3"

3

D2

1 2'-0"

7'-9"3'-4 VF 1/2"

4 MASTER

5'-8 1/2"

10'-7"

A1

10'-7" 2'-6"

3 2

D2 3'-4 11'-1 1/2"1/2" MASTER CLOS. 5'-5 1/2"

2'-6" 13'-9 1/2" 67'-10 1/2" 8'-1"

12'-4 1/2"

MANU

7'-9"

D2

D2

2'-6"

1

2 A2.02

7'-7"

D2 7'-0" 2'-0"

2'-6" 9'-0 1/2" W.H.

8'-8 1/2"

8'-0"

KITCHEN

2'-6" 10'-9"

2'-6"

2

2'-6" 10 1/2" 2'-6" 7 1/2" C1 BATHROOM C1 C1 2'-6" 10 1/2" 2'-6" 7 1/2" 2'-6" 10 1/2" 2'-6" 7 1/2" 67'-10 1/2" BATHROOM 5 VF C1 C1

48'-6" C1

8'-1" 3'-6"

3'-6"

2'-0"

2'-6" C1 VF

C1

4

MASTER CLOS. CLOS.

VF BATHROOM D2

5 2'-6" 7'-7" 3'-6" BEDROOM

3'-6"

1

D 2'-0"

4'-3"

6'-8" D 17'-4" 5 1/2" 2'-0" 2'-0"

C1

2'-6"

5

7'-7"

5'-5 1/2"

LIVING ROOM 5 1/2" 3'-2 1/2" 2'-0"11'-1 1/2" 2'-0" VF

11'-1 1/2"

BATHROOM

C1

9'-0 1/2" 2'-7"

2'-6"

2'-0"

VF

5

2

5'-0"

2'-0" 1

BATHROOM

B1

2'-0" 7'-0"

5'-6"

6'-8"

2'-0"

W.H.

LAUNDRY MUDROOM

F2 9'-9" B1

5

KITCHEN LAUNDRY 3'-3 1/2" 4'-11 1/2"

W

6'-8" 3'-0"

8'-8 1/2"

A1

9'-0 1/2"

BRICK DRIP CAP

2'-7" W.H.

C1 4'-9"

W.H.

LAUNDRY

2'-7" B1

BENCH

C1

DN

2'-0"

2'-6"

12'-4 1/2"

2

B1

58'-7 1/2"

1

3

2'-4" 2 1 PANTRY

2'-0"

BATHROOM

BENCH BENCH

4'-3"

REF

4'-3"

2'-7"

8'-0"

TOP OF ROOF

3'-0"

2'-0"

DW 10'-10 1/2"

3'-6"

2'-0" 2'-0"

5'-4 1/2"

7'-7" 5'-0"

5'-6" C1 2'-6"

BATHROOM

2'-0" 12'-4 1/2"

4'-11 1/2"

D2

4'-0"

4'-0"

4'-4 1/2"

3'-0"

4'-0"

5'-4 1/2"

5'-0"

2'-6"

D2

BEDROOM DINING ROOM 2'-6" 7'-0" 12'-4 1/2" BEDROOM BEDROOM D2

6'-0 1/2"

VF

2'-0" MUDROOM 5'-6"

17'-4" 17'-4" 5"5 1/2" 5 1/2"2'-0" BENCH 2'-0" 2'-0" 2'-0"

17'-4" 5 1/2" 2'-0" 2'-4 1/2"

1

2'-0"

4'-0"

6'-8"

VF

F2 B1B1 2'-6"

A1 5'-0" 4'-9" 3'-3 1/2" A1

F2

2

4

5'-5 1/2" D2 4 CLOS.

CLOS.

5

12'-4 1/2" 2'-0" 2'-0" 4'-11 1/2" MUDROOM 3'-3 1/2" 3'-6" 4'-11 1/2"3'-6" 5'-4 1/2"

5'-6" CLOS. 7'-7 1/2" 2'-6"

8'-0"

5

7'-9"

5'-5 1/2"

F2

THES

6. CODE RA

2'-6"

11'-6"

21'-3 1/2" 5 1/2" 2'-6" 7'-9" 2'-0"7'-9" 2'-0"

CLOS.

B1 2

4'-0" 1/2" 6 1/2" 2'-8"4'-3" 12'-7" 8'-8 1/2"8'-8

10'-11"

D2

2'-0"

32'-4"

2'-3"

5"

3'-0" 5"

5" 12'-3" 3'-0"

A1

DN

7'-0"

58'-7 1/2" 5 1/2" 2'-0" 3'-2 1/2" 2'-6" 2'-0"

3 3'-6" 2'-6" 7'-0"3'-2 1/2"

5. ALL NEC

67'-10 1/2"

3

BATHROOM VF

2

7'-0" 58'-7 1/2"

3

BATHROOM

4'-9"

BEDROOM 4'-9"

3'-3 1/2"

4 R @ 7" 3TR @ 11"

12'-7" 2'-6"

W

D

6 1/2" 2'-8"

3'-0"

2'-4 1/2"2'-4 1/2"

B1 CLOS.9'-0 1/2" 7'-7 1/2"

3

MUDROOM

1 A2.02

5'-4 1/2"

2'-6" 8'-1" 7'-0" 2'-6"

B1

13'-958'-7 1/2" 1/2" 3'-0" 67'-10 1/2" 67'-10 1/2" 5 1/2" 3'-2 1/2" 2'-0" 2'-0" 2'-6"

1

F2 F2

KITCHEN 2'-6"

1 12'-4 1/2"

CLOS. 7'-7 1/2" 4'-0"

DN

4 R @ 7" 3TR @ 11"

2'-6" 2'-3"

BENCH 2'-0"

4'-3" 2'-3" 8'-8 1/2" 6'-8"

6'-8"

2'-6"

2'-0"

12'-3" 12'-3"

15'-0" 15'-0" 1'-1" 10'-11" 10'-11"

12'-3" 2'-4 1/2"

32'-4" 32'-4"

DN

CLOS. 7'-7 1/2"

F2

5

BEDROOMVF 1

D2 4'-0"

2

BATHROOM

LAUNDRY D2

D2

15'-0"

4 R @ 7" 3TR @ 11"

2'-7" F2

BEDROOM W.H.

9'-7"12'-4 1/2"

1

12'-4 1/2"

4 R @ 7" 8'-0" 3TR @ 11"

REF

1'-1" 17'-4" 3'-0" 3'-0" 1'-1" 5 1/2" 2'-0"

1'-1" 3'-0" 32'-4"

1 A2.02

C1

BEDROOM

10'-11"

15'-0"

3 2'-6" 3

2'-0"

6'-0 1/2"

16'-4 1/2"

1

3 10'-9" A2.01

2'-6"

A. SL 2. B.GF TU GLA 3. STAN EG C.24 G A OP DO E. GL 4. F. SL AN D.

MASTER BEDROOM

BATHROOM

2 3'-6" 2'-6" 6'-0 1/2"

4'-11 1/2" 3'-6" 6'-0 1/2" 2'-6" 2'-0" 2

5'-6"

4'-0"

1 A2.02

2'-6"

2'-6" 9'-7"

MUDROOM

3

3'-4 1/2"

C1

9'-7"

A1

3'-3 1/2"

5

C1

MASTER CLOS.

VF

CO C.1. SAFE DE FOL

2'-6" 10 1/2" 2'-6" 7 1/2"

11'-1 1/2"

5

7'-7"

EVER OPER THAN K WITH THE

1'-6"

3

VF

2'-0"

5'-0"

4'-0"

3'-0"

DN

9'-7"

1 A2.02

B1

7'-9"

D2

1

B1

4'-9" 4 R @ 7" 3TR @ 11"

C1

3 BATHROOM A2.01

12'-4 1/2"

6'-8" 2'-3" 62'-6" 1/2" 2'-8" 4'-4 1/2" 4'-0" 2'-4 1/2"6'-8" 1'-6" 6'-8" 4'-0" 6 1/2" 2'-8"

5" 32'-4"

1 A2.02

3 A2.01

BEDROOM

3'-4 1/2"

6 1/2" 2'-8"

2'-4 1/2"

CLOS. 7'-7 1/2"

4

6'-4 1/2"

10'-10 1/2"

3 A2.01

2 4'-0"

2'-0"

2'-0"

6'-8"

10'-11"

5'-4 1/2"

D2

10'-7"

Pattern R+D|Architectural Designer|Jul. 2017 New House|Participated in all phases

2'-4 1/2" 1'-6"

12'-3"

15'-0"

D2

5

12'-4 1/2"

2'-6"

0 Beecher St.

F2

VF

1

7'-9"

2

CLOS.

BATHROOM

BEDROOM

5 1/2" 2'-0"

5'-5 1/2"

2'-4 1/2" 1'-6" 4'-4 1/2" 4'-4 1/2"

3

2'-0"

3

F2

2'-6"

3'-0"

2'-3"

1'-1"

2

B. 9'-3"

3'-2 1/2"

2'-6"

4'-4 1/2"

7'-0"

1'-0"

2'-6"

SMO LOCA RECE BUIL WITH

3'-6"

6'-0 1/2"

2'-6 1/2"

2'-6"

3'-0"

9'-7"

A.

R S

ARCH

ARCH ARCH ELEV. 10.00

ELEV. 10.00

BR. HT. ELEV. 10.00

ELEV. 10.00

BR. HT.

BR. HT.

PORCH: REF. TO COMPATIBILITY STUDY PAGE 10

PORCH: REF. TO COMPATIBILITY STUDY PAGE 10

10'-0" 10'-0"10'-0"

10'-0" 10'-0"

BR. HT.

ELEV. 0.00 ELEV. 0.00

FIRST FLOOR ELEV. 0.00

FIRST FLOOR

FIRST FLOOR

ROOF: REF. TO COMPATIBILITY STUDY PAGE 8 ROOF: REF. TO COMPATIBILITY STUDY PAGE 8

2 2

3

2

3

2

2

3

3

2

2

2

2

2

2 2

2

2

2

2

3

2

ELEV. 0.00

WINDOWS: REF. TO COMPATIBILITY STUDY PAGE 6

2 3

WEST ELEVATION - PROPOSED SCALE: 1/4" = 1'-0"

3 A2.01

2

2

PORCH: REF. TO COMPATIBILITY STUDY PAGE 10

FIRST FLOOR

A2.01

1 P B

2

3

ELEV. 0.00 FIRST FLOOR

1X6 WD. TRIM, WHITE, PTD. "CLASSIC LIGHT BUFF SW 0050"

1X6 WD. TRIM, WHITE, 2 PTD. "CLASSIC LIGHT BUFF SW 0050" 2

2

2

A2.02 2 A2.02

EAST ELEVATION - PROPOSED SCALE: = 1'-0" EAST1/4" ELEVATION - PROPOSED SCALE: 1/4" = 1'-0"

WEST ELEVATION - PROPOSED 3 SCALE: 1/4" = 1'-0"

A2.01

Pattern r+d

WINDOWS: REF. TO COMPATIBILITY STUDY PAGE 6 WINDOWS: REF. TO COMPATIBILITY STUDY PAGE 6

WINDOWS: REF. TO COMPATIBILITY STUDY PAGE 6

A2.01

WINDOWS: REF. TO COMPATIBILITY STUDY PAGE 6

PROPOSED ELEVATIONS & WINDOW SCHEDULE

WEST ELEVATION - PROPOSED SCALE: 1/4" = 1'-0"

Pattern r+d Pattern r+d

50 Hurt Plaza SE, STE 0655 Atlanta, GA 30303

SCALE: VARIES

50 Hurt Plaza SE, STE 065 Atlanta, GA 30303 50 Hurt Plaza SE, STE 065 Atlanta, GA 30303

c COPYRIGHT 2017

ELEV. 10.00 BR. HT.

A2.02 A2.02

ELEVATIONS - PROPOSE

ELEVATIONS - PROPOSE SCALE: VARIES SCALE: VARIES