Architecture Portfolio 2023

R .

R E A S E P O R T F O L I O

M E G A N

TABLE OF CONTENTS

01

A HOME FOR A HOME

01

PA G E S

03 - 04

02

QUAKER HAVEN CAMP DINING HALL PA G E S

05 - 06

NG COMMONS

’-0”

N

03

UNIFIED FUNK PA G E S

07 - 09

04

BOWLING GREEN S .T.E . A .M A C A D EM Y PA G E S

10 - 18

05 17

SYRACUSE LIBRARY SI T E & PAVI LIO N PA G E S

19 - 20

02

PORTFOLIO MEGAN REASE

01

A HOME FOR A HOME

YEAR

TYPE TYPE

L O C AT I O N

2023

UNIVERSIT Y PHOTOGRAPHY PROJECT

D E L AWA R E , O H

A HOME FOR A HOME BRIEF DESCRIPTION

A photo essay composed to show the increasingly complex relationship between housing developments for the people vs. what was once known as a home for animals, nature. With a love for nature, exploring, and design, I have became more aware with my surroundings and how we use it . A heavily forested area full of life and what was once known as privacy used as a selling point for many homes, became a distressing topic. The surrounding farmlands, wildlife, and the nature that remained was sold to billion dollar businesses and we all knew what was nex t.

These photos show a progress of what was once an animals home, but in now an expansion of the close development star ting to destroy what little remained to expand. I wanted to b r i n g t h i s to a tte n t i o n b e c au s e i n o n e y ea r, o n e s i n g l e t re e sequesters 48 pounds of carbon dioxide from the atmosphere and turns it into oxygen. The amount of oxygen that is released through this process each year is around 260 pounds per tree.

Every year 15.3 Billion trees are cut down. Furthermore, within the tre e, you se e a tre e’s age . One light ring plus one dark ring e quals on year of a tre e’s life . C apturing the tre e s ring patterns show s jus t how long the y were there f or. Photographing the end of many trees lives, the diversity in wildlife and their homes being destroyed is sad to say the least. These holes within the tre e were once a birds house or a squirrel ’s winter s torage . A s I walked back to my car I then found a decent amount of footprints leaving towards the neighborhood because behind them, they simply had no where to go.

10 03

A T R E E I N T H E S H A P E O F A H E A R T, S C A R E D B Y T H E P O W E R O F A C H A I N S AW

PORTFOLIO MEGAN REASE

A HOME FOR A HOME

01

TRANSITION OF NEIGHBORHOOD HOUSES INTO THE ENTRANCE OF OF THE WILDLIFE ALLEGORY

04

M AT U R E T R E E S T H AT W E R E C U T DOWN, E XPOSING THEIR PRETENTIOUS AGE WITH A SERIES OF CONCENTRIC RINGS

07

A HOLE IN A TREE NOT JUST FOR A BIRD, BUT A HOME TO A DIVERSE P O P U L AT I O N O F S P E C I E S A N D WILDLIFE

02

A CONTRAST BET WEEN A H O R I Z O N TA L D I S B A N D O F FA L L E N TREES AND THE LIVING TREES

05

TREES CUT DOWN AND CONCERTED INTO A CLUSTER FOR MACHINERY CONVENIENCE

08

A C U T D O W N T R E E T H AT WA S H A L L O W, E X P O S I N G W H A T O N C E W A S A HOME. GREEN SPROUTLINGS ARE A SPRINKLE OF HOPE

03

A PATC H O F T R E E S U N V E I L I N G T H E T R U T H O F W H AT S T I L L S TA N D S V S .

W H AT H A S B E E N C U T D O W N .

THE LIGHT AND DARK .

06

A H O M E F O R M A N Y G E N E R AT I O N S OF WILDLIFE, BUT IT ’S JUST A TREE, RIGHT ?

09

DIVERSE WILDLIFE FOOTPRINTS E XITING INTO THE NEIGHBORHOOD, ‘ WHERE DO WE GO?’ 04

PORTFOLIO MEGAN REASE

02

Q UA K E R H AV E N C A M P D I N I N G H A L L

YEAR

TYPE

L O C AT I O N

2022

SUMMER INTERNSHIP

SYRACUSE, IN

QUAKER HAVEN CAMP DINING HALL BRIEF DESCRIPTION

This project explores the Quaker Haven Camps Dining Hall site placement and overall design that will house the needs necessary for campers safety and enjoyment. At Quaker Haven they provide a nature retreat facility to support the youth and family ministries of Western Indiana on a yearly basis. The a 6-week summer youth program takes place in a natural environment where everyone has the freedom to relax and are encouraged to have an introspective look to meaningful relationships with others and god. Meet new friends and to get closer with Christ.

This project I created a Revit file for the Dining hall that will be placed on the master plan.

Rendering was completed by me in as well and was presented to client. Any notes during meeting for revisions were then later fixed to the clients liking.

N FIRST FLOOR PL AN 05

PORTFOLIO MEGAN REASE

A

Q UA K E R H AV E N C A M P D I N I N G H A L L

B

C

D

E

06

PORTFOLIO MEGAN REASE

UNIFIED FUNK E XHIBITION

HOW CAN I EMBELLISH THE ENTRANCE AND ENTICE AN AUDIENCES CURIOSITY?

? ? ?? ? ? ? ????? ? ?? ??? ????? ???????? ??? ????????

?

? ? ?

03

YEAR

TYPE

L O C AT I O N

2022

UNIVERSIT Y STUDIO

D AY T O N , O H

UNIFIED FUNK BRIEF DESCRIPTION

There is strength within individuality and a form of power within a individual unity. This is what creates your own intimate experience. However strength becomes more intimate once different perspectives become a unified collective. This is distinguished through architectural design between two different concert spaces; Indoor and Outdoor.

07

??

?

?

? ? ? ? ?

?? ?

? ? ?

“Whoah, mom, dad, can we go into inside the Funk Exhibit?

Looks like there’s a band playing!”

UNIFIED FUNK E XHIBITION

PORTFOLIO MEGAN REASE

GRAND

MAKE IT

ENHANCING A MOMENT THROUGH PERSPECTIVE AND FOCAL POINT

FRAMING A GIVEN MOMENT

F O R T H E E N T R A N C E , W H AT I S THE FIR ST THING YOU WANT THE AUDIENCE TO SEE?

08

PORTFOLIO MEGAN REASE

SITE

UP

1

FIRST FLOOR 1" = 100'-0"

2

SECOND FLOOR PLAN 1" = 80'-0"

DN

DN

09

3

THIRD FLOOR PLAN 1" = 80'-0"

4

FOURTH FLOOR PLAN 1" = 80'-0"

UNIFIED FUNK E XHIBITION

PORTFOLIO MEGAN REASE

B O W L I N G G R E E N S .T . E . A . M . A C A D E M Y

Physical Education

PARTI DEVELOPMENT BOWLING GREEN S.T.E.A.M. ACADEMY

Physical Education

Academic Core X YEAR

TYPE

L O C AT I O N

2023

UNIVERSIT Y STUDIO PROJECT

BOWLING GREEN, OH

Aux Gym Music Performance

BOWLING GREEN S .T.E . A .M A C A D EM Y

Music Performance

Media Center

BRIEF DESCRIPTION

FCS Space

Admin.

Office

Admin.

Office Special Edu.

Student Dinning Spaces

Food Services

01

Tech.

Edu. Academic Core Y

Tech.

Edu.

This analysis is created to better understand the square footage each space on a larger scale contains for an efficient design of a High School, or in this instance a 21st Century S.T.E.A.M. Academy. This was followed along the lines of the the OFCC website guidelines and excel sheets.

Media Center

Business Edu.

04

Aux Gym

Special Edu. AcademicStudent Core Z Dinning VisualFood Spaces Arts Services

Visu Art

2D Space Program Process

SPACE PROGRAM 1" = 80'-0"

2D Space Program Pr

PROGRAM Scale:011”SPACE = 80’-0” 1" = 80'-0"

Scale: 1” = 80’-0”

07

SUBTRACTIVE FORMS - NEGATIVE

Subtractive forms through floors

SUBTRACTIVE FORMS - POSITIVE

Whole form through floors

WHOLE-TO-PART

08

10

PORTFOLIO MEGAN REASE

B O W L I N G G R E E N S .T . E . A . M . A C A D E M Y

KEY

UP

Learning Suite STEAM Studio Seminar Meeting Room Teacher Collaboration Design Lab Learning Commons Student Display Exterior Terrace Circlulation Stairs Janitors Closet M/W Restroom

FIRST FLOOR PLAN SCALE: 1/16” 11

UP

UP

UP

UP

N

11

PORTFOLIO MEGAN REASE

B O W L I N G G R E E N S .T . E . A . M . A C A D E M Y

KEY KEY KEY Learning Learning Suite Learning Suite Suite STEAM STEAMSTEAM Studio StudioStudio Seminar Meeting Seminar Meeting Room Seminar Meeting RoomRoom Teacher Collaboration Teacher Collaboration Teacher Collaboration DesignDesign LabDesign Lab Lab Learning Commons Learning Commons Learning Commons Student Display Student Display Student Display Exterior Terrace Exterior Terrace Exterior Terrace Circlulation Circlulation Circlulation StairsStairsStairs Janitors Janitors Closet Janitors ClosetCloset Restroom M/W Restroom M/W M/W Restroom

SECOND FLOOR PLAN SECOND FLOOR PLAN SECOND FLOOR PLAN SCALE: SCALE: 1/16” =1/16” 1’ -1/16” SCALE: =0”1’ -=0”1’ - 0”

12 12

UP

N

N

UP

UP

N 12

PORTFOLIO MEGAN REASE

B O W L I N G G R E E N S .T . E . A . M . A C A D E M Y

STEAM STUDIO SCALE: 1/16” = 1’-0”

13

N

13

PORTFOLIO MEGAN REASE

PROJECT NAME

LEARNING SUITE LEARNING SUITE SCALE: 1/8 ” SUITE = 1’-0” LEARNING SCALE: 1/8 ” = 1’-0”

N N

SCALE: 1/8 ” = 1’-0”

4 14

N

14

DESIGN LAB N SCALE: 1/8 ” = 1’-0” DESIGN LAB SCALE: 1/8 ” = 1’-0”

N

DESIGN LAB

14

PORTFOLIO MEGAN REASE

B O W L I N G G R E E N S .T . E . A . M . A C A D E M Y

SEMINAR MEETING ROOM SCALE: 1/8 ” = 1’-0”

N

TEACHER COLLABORATION SCALE: 1/8 ” = 1’-0”

N

15

16

PORTFOLIO MEGAN REASE

B O W L I N G G R E E N S .T . E . A . M . A C A D E M Y

LEARNING COMMONS SCALE: 1/8 ” = 1’-0”

N

16

17

PORTFOLIO MEGAN REASE

B O W L I N G G R E E N S .T . E . A . M . A C A D E M Y

Core technology “tinkering space” positioned center to classrooms and to the school as a whole.

C

18

NEW SITE DESIGN

B

BUS STACKING/PICKUP/DROP-OFF

C

STUDENT/VISITOR/EVENT PARKING

D

TEACHER PARKING

E

PUBLIC ENTRY

F

SERVICE ENTRY

D KEY STUDENT & EVENT VEHICLE ROUTE

D

B

A

STAFF & VISITOR VEHICLE ROUTE

E

BUS STACKING/PICKUP/DROP-OFF ROUTE SIDEWALKS

C F

N

MOVEMENT WITHIN A SITE 22 17

NEW SITE CIRCULATION & TREATMENT

FAIRVIEW AVENUE

MAIN ENTERENCE

20 - 40 degrees hotter in parking lots

D

MASTER PLAN A

Lack of character detracts from community

WEST POE ROAD 21

PORTFOLIO MEGAN REASE

B O W L I N G G R E E N S .T . E . A . M . A C A D E M Y

in the morning when sunbuses rises,use buses bus drop-off Early inEarly the morning when the sunthe rises, the use bus the drop-off area for area for A morning Rsafe LY and Iin N features Tthe Hsafe E when M O Rfeatures Nof I Nthe Gunloading Wwhen H Eof N Trises, Hthe E Sthe Usun Nbuses R I Srises, E the S ,use S Cstudents Hbuses Othe O L Bbus Uuse S E Ssafe.

Bthe E G I Nbus T Oarea A R R I Vfor E . T Harea E B U Sfor ES ARE proper and students safe. unloading Early inproper theEDEarly sun drop-off morning drop-off I R E C T E D T O U S E T H E D E S I G N AT E D B U S D R O P- O F F A S C A R E F U L T H R O U G H P R O C E S S O F S A F T Y E safe A T U R Efeatures Sand W A Ssafe D E Sof Ifeatures G Nunloading E D W I T HofT Hunloading Ethe I N Tstudents E N T F Othe R S Asafe.

F LY U N L O A Dsafe.

ING THE STUDENTS BEFORE THE proper andFproper students

Service entrance/unloading dock.

Service entrance/unloading dock.

AService T T H E E N entrance/unloading T Service E R E N C E O Fentrance/unloading T H E S C H O O L dock. , E A S Y A C C dock.

E S S AND PR OPER R O OM WA S DE SIGNED F OR AN E A S Y SERVICE ENTERANCE AND UNLOADING DOCK .

This entrance L O C A T Ecan D O Nbe T Hused E O P P Oeither S I T E S I as DE a O Fgymnasium T H E B U S D R O Pentrance - O F F I S T H E/ Sexit E C O Nor D for E N T Rmusic INTO THE This entrance can be used either as a gymnasium entrance / exitA NorC Efor music SCHOOL . THIS ENTRANCE IS PRIMARY USED FOR THE GYMNASIUM AND MUSIC PERFORMANCE performance.

Connection between the existing sports areas and the gym.

As This entrance can be used either as a gymnasium entrance / exit or for This entrance E X I T / can E N T R Abe N C used E W I T Heither C A R F U Las S UaR Vgymnasium A L A N Cthe E . Aexisting C O Nentrance N E C T Isports O N B /E Texit Wareas E E NorT Hfor E Emusic X I the S T I N Ggym.

G Ymusic M , As LOCKER performance.

Connection between and Rperformance.

O Omusic M S , A N performance D O T H EConnection R G Y M R Espaces L A T Ebetween D A Cand T I V I T allowing I Ethe S A Rexisting E P L Afor C E Dband C L O S E P R O X I M I T Y T O T H E E X I T T O well as the to use an open sports areas anduse the gym.

As performance.

Connection between the existing sportsI S areas and the gym.

As well P R Oas V I Dthe E E Amusic S Y A C C Eperformance S S T O T H E O U T D spaces O O R S P A Cand E S . T Hallowing G O E S F Ofor R Mband U S I C P to E R F O R M Aan N C Eopen AS WELL . grass for as practice as needed. performance spaces and for allowing band use an open well asfield thewell music performance spaces and allowing band toforuse an to open grass fieldthe formusic practice as needed. field foraspractice grass fieldgrass for practice needed.as needed.

W H I L E Ooutside, U T S I D E , I IDdesigned E S I G N E D T H the E E X exterior T E R I O R S Oso T H that E R E Wthere I L L B E will A R Ebe L AT a I O NRelationships SHIP BET WEEN THE While C L A S S R O O MWhile S R A T H outside, E R T H A T I T IBdesigned E I N G D I V I D Ethe D L I Kexterior E M A N Y Oso T H Ethat R S C Hthere O O L D Ewill S I G Nbe S . Ta H ERelationships REFORE, A between classrooms rather than it being divided like many other school RWhile E L A T I Ooutside, N S HWhile I P W I TIHoutside, T H E O U T DI Odesigned O R S exterior A N D T Hthe Texterior U Dthat E N T S there Wso H E that N will T H Ethere W Hwill E R Cbe O O PaE RRelationships A T Edesigns.

S. designed the so beE AaTlike Relationships between classrooms ratherE Sthan it being divided many other school desig Therefore, there a relationship with the outdoors and the students when between classrooms rather than it being divided like many otherthe school between Therefore, classrooms rather than it being divided like many other designs. there a relationship with the outdoors and theschool students whendesigns the weather cooperates.

Therefore, there a relationship with the outdoors and the students when the Therefore,weather there a cooperates. relationship with the outdoors and the students when the 18 weather cooperates. weather cooperates.

S TA R T O F C L A S S .

DESCRIPTION

DESCRIPTION

TRUSS BEARING 108'-5" NO.

NO.

WOOD F. FRAMING WOOD FRAMING 1.

ALL FRAMING SHALL CONSIST OF CONSIST #1 SOUTHERN PINEYELLOW OR 1.

ALL FRAMING SHALL OF #1YELLOW SOUTHERN PINE OR BETTER, UNLESS INDICATED BETTER, UNLESSOTHERWISE. INDICATED OTHERWISE. ALL LUMBER SHALL BE GRADE STAMPED. 2.

ALL LUMBER SHALL BE GRADE STAMPED. TRUSS BEARING TRUSS BEARING 2.

SILLS ON CONCRETE: PRESSURE TREATED UTILITY GRADE SILLS ON CONCRETE: PRESSURE TREATED UTILITY GRADE 108'-5" 108'-5" STUDS: STUDS: STUD GRADESTUD GRADE PLATES, CAPS: UTILITY GRADE PLATES, CAPS: UTILITY GRADE

F.

F.

G. PLYWOOD SHEATHING G. PLYWOOD SHEATHING PROJECT NUMBERPROJECT NUMBER 1.

ALL PLYWOOD CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE WITH THE 1.

ALL PLYWOOD CONSTRUCTION SHALL BE IN ACCORDANCE SPECIFICATIONS OF THE APA -OF THE ENGINEERED WOOD ASSOCIATION. SPECIFICATIONS THE APA - THE ENGINEERED WOOD ASSOCIATION. 2.

ROOF2.PANELROOF SHEATHING BE APA RATED PANELSHALL SHEATHING SHALL BESHEATHING APA RATED 19/32 SHEATHING 19/32 PERFORMANCE CATEGORY 40/20 EXPOSURE SUITABLE EDGE SUPPORT PERFORMANCE CATEGORY 40/201.EXPOSURE 1. SUITABLE EDGE SUPPORT SHALL BE PROVIDED BY USE OF PANEL CLIPS OR BLOCKING BETWEEN SHALL BE PROVIDED

BY USE OF PANEL CLIPS OR BLOCKING BETWEEN SHEET NAME SHEET NAME FRAMING. UNLESS OTHERWISE NOTED, CONNECT ROOF SHEATHING FRAMING. UNLESS OTHERWISE NOTED, CONNECT ROOF SHEATHING = 0.148 IN.) AT 6 INCHES ON CENTER AT WITH 10d COMMON (MIN. DIA. = 0.148 IN.) AT 6 INCHES ON CENTER AT WITH 10d COMMON ⌀ (MIN. DIA. ⌀ SUPPORTED SUPPORTED PANEL EDGES AND 6EDGES INCHES ON6CENTER PANEL AND INCHES AT ONINTERMEDIATE CENTER AT INTERMEDIATE SUPPORTS. SUPPORTS. FIRST FLOOR FIRST FLOORFIRST FLOOR INSTALL PLYWOOD SHEATHING THE LONG DIMENSION THE 3. ALL INSTALL ALL PLYWOOD WITH SHEATHING WITH THE LONGOF DIMENSION OF THE 100'-0" 100'-0" 100'-0" 3.

PANEL ACROSS SUPPORTS WITH THE PANEL OVER PANEL ACROSSAND SUPPORTS AND WITHCONTINUOUS THE PANEL CONTINUOUS OVER TWO OR MORE SPANS. STAGGER PANEL END JOINTS. ALLOW 1/8 INCH TWO OR MORE SPANS. STAGGER PANEL END JOINTS. ALLOW 1/8 INCH SPACING AT PANEL ENDS AND EDGES OTHERWISE SPACING AT PANEL ENDS UNLESS AND EDGES UNLESS OTHERWISE DRAWING NUMBER DRAWING NUMBER RECOMMENDED

BY THE SHEATHING RECOMMENDED

BY THE MANUFACTURER. SHEATHING MANUFACTURER. ℄ POST, MPB44Z 4.

ALL NAILING SHALL BE CAREFULLY AND DRIVEN NOT OVERDRIVEN. THE BLOCKTHE 4.

ALL NAILING SHALL BE DRIVEN CAREFULLY AND OVERDRIVEN. ANDNOT CONCRETE USE OF STAPLES AND PNEUMATIC GUNS ISNAIL PROHIBITED. USE OF STAPLES AND NAIL PNEUMATIC GUNS IS PROHIBITED. EAST ELEVATION NORTH ELEVATION WEST ELEVATION &EAST SOUTH ELEVATION EAST ELEVATION NORTH ELEVATION ELEVATION ELEVATION NORTH & SOUTH 02 01 0103 03 0202 01 ℄ POST, MPB44Z04 1/4" = 1'-0" 1/4" = 1'-0" SCALE:SCALE: 1/4"SCALE: = 1'-0" 1/4" 1'-0" 1/4" 1'-0" SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0" 1/4" == 1'-0" 1/4" == 1'-0" SCALE: S AND BLOCK 7x7CONCRETE POST, BY OTHERS ℄ POST, MPB44Z AND CONCRETE BLOCK G.

2112.01 2112.01

DETAILS DETAILS

WEST ELEVATION WEST ELEVATION SOUTH ELEVATION EAST ELEVATION EAST ELEVATION 03 02 02 0404 SCALE: == 1'-0" 1/4" =1'-0" 1'-0" SCALE: 1/4" =SCALE: 1'-0" 1/4"1/4" =1/4" 1'-0" SCALE: SCALE:

04

S2.0S2.0

7x7 POST, BY OTHERS SIMPSON STRONTTE MPB344Z POST BASE SET INTO CONCRETE 7x7PIER, POST, BYMFG'S OTHERS PER REQUIRED JOISTS SIMPSON STRONTTE MPB344Z TOPBASE OF CONCRETE PIER POST SET INTO CONCRETE SNOW CAN BE SET 1" ABOVE PIER, PERSTRONTTE MFG'S REQUIRED SIMPSON MPB344Z ADJACENT FINISHED GRADE JOISTS POST OR BASE SLAB SET INTO CONCRETE PIER,OF PER MFG'S REQUIRED TOP CONCRETE PIER JOISTSCAN BE SET 1" ABOVE SNOW ADJACENT FINISHEDPIER GRADE TOP OF CONCRETE OR SLAB SNOW CAN BE SET 1" ABOVE 20" DIAMETER ADJACENT FINISHED GRADE OR SLAB

WOOD POST SHOWN SITS MIN. 1" ABOVE CONCRETE

L O C AT I O N

2023

INTERNSHIP

SYRACUSE, IN

1"

TYPE TYPE

1"

05

YEAR

2" 6 15/16" 6 15/16" 6 5/32" 2" 2" 6 15/16" 6 15/16" 6 5/32" 2" 2" 6 15/16" 6 15/16" 6 5/32" 2"

1"

WOOD POST SHOWN SITS MIN. 1" ABOVE CONCRETE WOOD POST SHOWN SITS MIN. 1" ABOVE CONCRETE

18 X 18 SQUARE

SYRACUSE LIBRARY PAVI LIO N 18 X 18 SQUARE COPY THE FOOTING SECTION AND FOOTING 18 X 18 SQUARE PLAN VIEW OVER

1'-0"

BRIEF DESCRIPTION

COPY THE FOOTING

A t A r k o s DSECTION e s i g n t hAND e S yFOOTING racuse Librar y was brough to my a t t e n d t i o n t o COPY s tPLAN a r tTHE aVIEW dFOOTING e s iOVER gn process of a pavilion to fur ther SECTION AND FOOTING i n v e s t i g a t e c o r r e c t s i z e s o f t i m b e r t o u s e . Tr u s s e s , r a f t e r s , PLAN VIEW OVER beams gables, girders etc. to figure out what would be the FOOTING DETAIL c h e a p e s t t y p e o f r e i n f o r c e d c o n c r e t e s l a b s a s b u d g e t w aALTERNATIVE s slim.

11 Before jumping right into Revit, my mentor decided that it was SCALE: 1" = 1'-0" best for me to research about proper structure intergration and f o l l o w u p w i t h a c o n v e r s a t i o n f o r e x e c u t i o n i n R e v i t . ALTERNATIVE FOOTING DETAIL 11 19

SCALE: 1" = 1'-0" ALTERNATIVE FOOTING DETAIL SCALE:

1" = 1'-0"

11

1'-0" 1'-0"

"

8.

8/8/2022 3:44:48 PM

N

PORTFOLIO MEGAN REASE

BEEN CAST. PRIOR TO FILLING, ALLREMOVE DEBRIS FROM THE SLAB BEEN CAST. PRIORREMOVE TO FILLING, ALL DEBRIS FROM THE SLAB JOINTS THENJOINTS FILL IN THEN ACCORDANCE WITH THE MANUFACTURER'S FILL IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. RECOMMENDATIONS. UNLESS APPROVED, ALL WELDEDALL WIRE FABRICWIRE SHALL BE 8. OTHERWISE UNLESS OTHERWISE APPROVED, WELDED FABRIC SHALL BES Y R A C U S E L I B R A R Y P A V I L I O N HELD IN PLACE AS IN NEEDED IS PROPERLY IN ITS HELD PLACESO AS IT NEEDED SO IT ISPOSITIONED PROPERLY POSITIONED IN ITS FINAL CONDITION. FINAL CONDITION.

14'-0" 12'-0" 14'-0"

1'-3"

CO

#4 ST RE CONC RE #4 CONC STIRR

#4 STIRR

20" DIAMETER 20" DIAMETER REINFORCED CONCRETE PIER

REINFORCED CONCRETE PIER REINFORCED CONCRETE PIER

1'-6"

1'-3"

4'-0" 1'-3"

1'-6"

1'-3"

1'-3"

4'-0" 1'-6"

1'-3"

4'-0" 2X6 OUTRIGGERS @ 12" O.C.

FOUNDATION SECTION SCALE:

1" = 1'-0" 7'-0"

FOUNDATION SECTION

08 2X6 FASCIA

1'-0" 1'-6"

1'-3"

1'-6" 4'-0" 1'-3" 1'-3" 1'-3" 4'-0" ALTERNATIVE FOOTING DETAIL

OTING DETAIL

11 OTING 1"DETAIL = 1'-0" ALTERNATIVE FOOTING DETAIL ALTERNATIVE 11 FOOTING DETAIL 11 ALTERNATIVE FOOTING DETAIL 11 1" = 1'-0"SCALE: 1" = 1'-0" 11 SCALE: 1" = 1'-0" 14'-0" SCALE: 1" = 1'-0"

SCALE:

1" = 1'-0"

S Y R A C U S L I BR A R Y PAV I L I O N

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

1'-3" 1'-3"

1'-3"

1'-6"

1'-3"

4'-0"

PLAN VIEW SCALE: SCALE:

08 14'-0" 2X6 OUTRIGGERS @ 12" O.C. 14'-0" FOUNDATION SECTION SCALE: 1" = 1'-0" FOUNDATION SECTION 14'-0" FOUNDATION SECTION 7'-0" 08 08 2X6 FASCIA 14'-0" 12'-0" 2X6 OUTRIGGERS @ 12" 12'-0" 08 O.C. 1" =FOUNDATION 1'-0"SCALE: SECTION 2X6 OUTRIGGERS @ 12" O.C.SCALE: 2X6 OUTRIGGERS @ 12" O.C. 1" = 1'-0" 12'-0" 2X6 OUTRIGGERS @ 12" O.C. 08FASCIA SCALE:7'-0" 1" = 1'-0" 7'-0" 2X6 2X6 FASCIA 12'-0" 7'-0" 2X6 OUTRIGGERS @ 12" O.C. SCALE: 1" = 1'-0" 2X6 FASCIA 7'-0" 2X6 FASCIA 2'-0"2'-0"

FOUNDATION SECTION SCALE:

OFILE

TRUSS BEARING TRUSS 108'-5" BEARING TRUSS BEARING108'-5" 108'-5"

10 =OFILE 1'-0" TRUSS PROFILE 10 TRUSS PROFILE 10 TRUSS PROFILE 10 = 1'-0"SCALE: 1/4" = 1'-0" 10 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0"

SCALE: SCALE:

TRUSS BEARING CANTILEVERED BEAM 108'-5" CANTILEVERED BEAM CANTILEVERED BEAM CANTILEVERED BEAM ROOF PLAN CANTILEVERED BEAM 07 ROOF 1/4" =PLAN 1'-0" ROOF PLAN TRUSS PROFILE ROOF PLAN 07 07 10 07 1/4" = 1'-0"SCALE:ROOF 1/4"PLAN = 1'-0" 07 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0"

11'-0"

22'-0"

22'-0" 22'-0"

11'-0"

11'-0" 11'-0"

11'-0" 11'-0"

E (15' X 25') 4" REINF. CONC. SLAB E SLOPED FOR POSITIVE DRAINAGE (15' XEXTENDS 25') 4" REINF. CONC. (15' SLAB XLINE 25') 4" REINF. CONC. SLAB SLAB PAST ROOF (15' XFOR 25') POSITIVE 4" REINF. DRAINAG CONC. SL SLOPED SEE FOR CIVIL POSITIVE DRAINAGE SLOPED PLANS (15' XSLOPED 25') 4" REINF. CONC. SLAB FOR PAST POSITIVE DRAIN SLAB EXTENDS PAST ROOF LINE SLAB EXTENDS ROOF LINE SLOPED FOREXTENDS POSITIVEPAST DRAINAGE SLAB ROOF L SEE CIVIL PLANS SEE CIVIL PLANS SLAB EXTENDS PAST ROOF LINE SEE CIVIL PLANS SEE CIVIL PLANS

2'-0"

PROVIDE SIMPSON HURRICANE TIE AT ALL RAFTER TO BEAM CONNECTIONS

11'-0" 11'-0"

11'-0" 11'-0" 20'-0" 22'-0" 22'-0" 24'-0"

RIDGE LINE

HEAVY TIMBER TRUSS

RIDGE LINE RIDGE LINE

RIDGE RIDGE LINELINE

7X7 HEAVY TIMBER BEAM 4X8 HEAVY TIMBER RIDGE BOARD

12'-0" 12'-0" 12'-0"

(6) 20" ⌀ REINFORCED CONCRETE PIER (6) 20" ⌀ REINFORCED (6) 20" ⌀ REINFORCED PROVIDE 1/2" EXPANSION JOINT (6) 20" ⌀ PIER REINFORCED CONCRETE PIER CONCRETE AROUND PERIMETER(6) 20"CONCRETE ⌀ REINFORCED PIER PROVIDE 1/2" EXPANSION JOINT PROVIDE 1/2" EXPANSION JOIN CONCRETE PIER PROVIDE 1/2" EXPANSION J AROUND PERIMETERPROVIDE AROUND PERIMETER 1/2" EXPANSION AROUND PERIMETERJOINT AROUND PERIMETER

HEAVY TIMBER TRUSS

6:12

2'-0"

2'-0" 2'-0"

PROVIDE SIMPSON HURRICANE TIE AT ALL PROVIDE PROVIDE SIMPSON RAFTER SIMPSON TO BEAM PROVIDE SIMPSON T/ EL. HURRICANE TIE AT ALLHURRICANE TIE AT ALL CONNECTIONS PROVIDE SIMPSON HURRICANE TIE AT ALL RAFTER113'-0" TO BEAM RAFTER TO BEAM HURRICANE TIE AT ALL RAFTER TO BEAM CONNECTIONS RAFTER CONNECTIONS TO BEAM CONNECTIONS CONNECTIONS 2'-0"2'-0"

EARING 108'-5" EARING 108'-5"

HEAVY TIMBER TRUSS WILL NOT HAVE THER CROSS BRACE. T/ EL. T/ EL. 113'-0" T/ EL.113'-0" 113'-0"

6:12

PLAN PL 09 PLAN V 1" = 1'-0"SCALE: 1"D SCALE: 1" = SCALE: D 2X6 FASCIA

2'-0"

2'-0" 2'-0"

7X7 HEAVY TIMBER BEAM 4X8 7X7HEAVY HEAVYTIMBER TIMBERRIDGE BEAM 7X7 HEAVY TIMBER BEAM BOARD 7X7 HEAVY TIMBER BEAM 4X8 HEAVY TIMBER RIDGE 4X8 HEAVY TIMBER RIDGE 7X7 HEAVY TIMBER BEAM 4X8 HEAVY TIMBER RIDGE BOARD HEAVY TIMBER BOARD TRUSS 4X8 HEAVY TIMBER RIDGE BOARD BOARD HEAVY TIMBER TRUSS HEAVY TIMBER TRUSS HEAVY TIMBER TRUSS HEAVY TIMBER TRUSS

CROSS BRACE IS AT RAFTERS ONLY. T/ EL. 113'-0" T/ EL. 113'-0"

6:12 HEAVY TIMBER TRUSS HEAVY TIMBER TRUSS HEAVY TIMBER TRUSS 6:12 HEAVY TIMBER TRUSS 6:12

2X6 RAFTERS @" O.C., TYP. W/ 2X4 COLLAR TIE. ALL CONNECTIONS SHALL USE SIMPSON STRONG TIE ASSEMBLIES TO RESIST WIND UPLIFT FORCES

24'-0"

6:12 6:12 6:12

09

(6) 7 X 7 HEAVY TIMBER POST,

BY OTHERS (6) 7 X 7 HEAVY TIMBER(6) POST, 7 X 7 HEAVY TIMBER POST, (6) 7 X 7 HEAVY TIMBER PO

BY OTHERS OTHERS (6)BY 7 XBY 7 HEAVY TIMBER POST, OTHERS

BY OTHERS

HEAVY TIMBER TRUSS

20'-0" 20'-0" 24'-0" 20'-0" 24'-0"

6:12

24'-0" 24'-0"

6:12

HEAVY TIMBER TRUSS HEAVY TIMBER TRUSS HEAVY TIMBER TRUSS HEAVY TIMBER TRUSS 2X6 RAFTERS @" O.C., TYP. W/ 2X4 COLLAR TIE. ALL 2X6 RAFTERS @" O.C., RAFTERS @" O.C., CONNECTIONS SHALL USE 2X62X6 RAFTERS @" O.C., TYP. W/ 2X4 COLLAR TIE. ALL TYP. W/ RAFTERS 2X4 COLLAR ALL SIMPSON STRONG TIE 2X6 @"TIE. O.C., TYP. W/ TIE. ALL ASPHALTSHALL SHINGLE ROOF 2X4 COLLAR CONNECTIONS USE CONNECTIONS SHALL USE ASSEMBLIES TOTYP. RESIST W/ CONNECTIONS 2X4 COLLAR TIE. ALL USE SHALL OVER FELT UNDERLAYMENT SIMPSON STRONG TIE SIMPSONSHALL STRONG WIND UPLIFT FORCES CONNECTIONS USETIE TIE SIMPSONTO STRONG OVERASSEMBLIES 1/2" DURATEMP SHEATHING TO RESIST ASSEMBLIES RESIST SIMPSON STRONG TIE ASSEMBLIES TO RESIST WIND UPLIFT FORCES WIND UPLIFTRESIST FORCES ASSEMBLIES WIND TO UPLIFT FORCES HEAVY TIMBER TRUSS WIND UPLIFT FORCES 20'-0" 20'-0"

6:12

08

PLAN 1" =VIEW 1'-0"

12'-0"

HEAVY TIMBER TRUSS

SHINGLE ROOF UNDERLAYMENT SHINGLE ROOF ASPHALT SHINGLE ROOF EMP SHEATHING ASPHALT SHINGLE ROOF UNDERLAYMENT OVER FELT UNDERLAYMENT ASPHALT SHINGLE ROOF OVER FELT UNDERLAYMENT EMP SHEATHING OVER 1/2" DURATEMP SHEATHING OVER UNDERLAYMENT OVER FELT 1/2" DURATEMP SHEATHING OVER 1/2" DURATEMP SHEATHING 6:12

1" = 1'-0" 7'-0"

12'-0" 2'-0"

12'-0"

C

1'-3"

FOUNDATION SECTION

14'-0" 12'-0"

C

RIDGE LINE

1'-3"

1'-0"

PORTFOLIO MEGAN REASE

1'-0" 1'-0"

1'-0"1'

PLAN VIEW OVER

SCALE:

CANTILEVERED BEAM ROOF FRAMING PLAN 06 ROOF FRAMING SCALE: 1'-0" ROOF FRAMING PLAN PLAN1/4" =PLAN ROOF 06 FRAMING PLAN 06 07 ROOF FRAMING 06 SCALE: SCALE: 1/4"PLAN = 1'-0" 1/4" = 1'-0"1/4" = 1'-0" 06 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0"

FOUNDATION PLAN

05 FOUNDATION SCALE: 1/4" =PLAN 1'-0"PLAN FOUNDATION ROOF FRAMING FOUNDAT 05 06 FOUNDATION SCALE: 1/4" = 1'-0" SCALE: 1/4"P SCALE: 1/4" = 1'-0" SCALE: 1 SCALE: 1/4" =

F

F TRUSS BEARING 20 108'-5" TRUSS BEARING 108'-5"

T