ARCHITECTURE PORTFOLIO MARIANNA CAICEDO
STUDIO V STUDIO IV 21SQUARE PROJECT PROFESSIONAL WORK EXAMPLES PHOTOGRAPHY CONTENT 3-9 10-18 19-21 22-37 38-43
HIGHLAND COMMUNITY CENTER
Community gathering space that meets the need of the surrounding neighborhood by providing a program that connects residents from all walks of life. Design to support a variety of uses, from traditional reading rooms to more active programs such as gardening and yoga lessons. A place to come for entertainment and outdoor gathering space in hopes of re-energizing the spirit of culture, learning and community.
3
Interior Renders
4
Site Plan
Partition
Create program for the diverse culture Respond to site constraints such as elevation and form For circulation and green space To emphasize views and Light
Skew Elevate Path Expand
5
DN6 1st Floor plan 2nd Floor plan 1. Cafe 2. Shelves 3. Theater 4. Kids room 5. Bathroom 6. Storage 1 2 3 4 5 6 1. Reading room 2. Computer room 3. Offices 4. Quiet room 5. Mechanical 1 2 3 4 5
2 1/8”
7
Section
= 1’
West Elevation North Elevation Section 1 Section 2
vegetation
3”(min)
1”(min) clearance
Lightweight concrete
Growing medium filter or separation fabric Drainage Moisture interception Metal deck
Rigid board insulation
Flashing 2”(min) airspace weep holes
8
9
AllOWING MIXING WITHOUT FORCING
This project brings students together by meeting their needs of developmental stage and allowing them to mix without forcing them. Some students tend to isolate themselves and it is difficult for them to create relationships as well as connect with others. My solution to encourage interaction is having the biggest meeting points between the buildings but also having some smaller nodes along the hallways. The mixing in this projects occurs in three different layers or scales, the smallest being the unit following the interior of the building and lastly the exterior of the building and site. In all scales, the mixing is always encouraged but never forced to allow students to choose to interact or to stay in privacy.
38 10
Partition
Separate by developmental stage
Hierarchy
Reduce space by density
Connect
Encourage interaction in the circulation and common areas
Skew
Create views and moments in the public space
39 11
12
13
Unit three Unit two Unit one
Mixing in units Mixing in building Mixing in site
14
15
Site Plan
2 2 3 4
2nd Floor Plan 3rd Floor Plan
2- Elevator 3- Gym 4- Study Room 1 16
1/64" = 1'-0" Floor Plan level 2 261/64" = 1'-0" Floor Plan level 3
17
Section
Section 2
West Elevation North Elevation
1
18
THE SQUARE ON 21ST
The incentive of this project is to increase green spaces to undeserved areas of Denver. With a three week deadline and budget, the city and County of Denver collaborated with CU Denver students to create Denver’s first pop-up park. Us students designed , fabricated and installed two entry gateways on the city block on 21st street. The parametric design contains twenty one ribs that rotate over a 30 degree axis and creates an optical illusion of shrinking tunnel because the outside square rotates at a different angle than the inside square. The public park will host concerts, festival , movie nights and provide quality outdoor space, and increase street-level activity between residents of downtown Denver
19
Site Plan
20
Process
21
PROFESSIONAL WORK
THE SIDAROS LAW FIRM
New Law office Building- commercial project
In this project I retained exposure to client interaction, design process and design development. I also worked on completing the construction document phase. All intellectual rights reserved by Purser Architectural
22
505.1 Address identification. New and existing buildings
KILCOMMINS GROUP DEVELOPMENT COMPANIES
THE
PLLC
Revisions 02/03/2021
Revisions 02/08/2021
Permit Set 05/12/2021
Fire Resubmittal 06/28/2021
T h e s e d a w n gs a n d s p e c f c a o n s a r e c o p y gh te d They are and sha rem n he o e proper y o Purse A r c h t e c u r a n c A r c h e c t u n e o h e r w s e no ed T h es e d a w ng s a e n o to b e u s ed o n o h e p o e o r e e n s o n o t h p r o e c t e x c e p b y ag eement w h appropr a e compensa on o Pur e A r c h e u a n c C o n r a c t o e s p o n s b e o c o n m n g a n d c o r r e a t n d m e n o n s a o b s t e A r c h t e c t w n o b e e p o n b e o o n s t u c o n mean me hods echn que o pro edu es o fo sa e y p e a u t o n a n d p r o g a m s n o n n e c t o n w t h t h p o e t Rep oduc on o hese d aw n s proh b ed w h o u t p e m s o n r o m P u s e r A c h e u r a n c The e d aw ngs a e no va d fo cons uc on purpose w h o u t s e a a n d s gn a u e ro m c en e d a r h te c
PROJ. #:
24 151
FLR
Ceil.
Siding, Typ. 20'-0" PL
PL FIN. FLR 9'-0" PL 12'-0" PL 20'-0" PL Stone, Typ. Siding, Typ. S.S. Mtl. Roof S.S. Mtl. Roof S.S. Mtl. Roof Stone, Typ. Stone, Typ. Stucco, typ. Siding, Typ. Siding, Typ. 151 FIN. FLR 16'-0" PL FIN. FLR 9'-0" Ceil. 2ND FLR. 20'-0" PL Siding, Typ. Siding, Typ. Stone, Typ. Stucco, Typ. S.S. Mtl. Roof 20'-0" PL Stone, Typ.
ELEVATION 1/4" = 1'-0"
SIDE ELEVATION 1/4" = 1'-0" ONA AS D TESTA O F TEX L G. P S D UR E R 8689 P U R S E R A R C H I T E C T U R A L 5 7 0 2 4 T H S T R E E T K A T Y T X 7 7 4 9 3 T E L : 2 8 1 2 9 3 9 2 9 1 F A X : 2 8 1 2 9 3 7 2 4 6 E: INFO@PURSERARCHITECTURAL CO M OF: 19
FIN.
9'-0"
2ND FLR.
16'-0"
FRONT
RIGHT
DATE OF ISSUE SHEET NUMBER: First Draft 2 8 3 6 PLAN NUMBER 01/18/2021
SIDAROS LAW FIRM,
151 Bella Katy Dr. Lot 7 Katy, TX 77494 DATE: 06/28/2021
shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Where required by the fire code official, address numbers shall be provided in additional approved locations to facilitate emergency response. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall be a minimum of 4 inches (101.6 mm) high with a minimum stroke width of 0.5 inch (12.7 mm). Where access is by means of a private road and the building cannot be viewed from the public way, a monument, pole or other sign or means shall be used to identify the structure. Address numbers shall be maintained. ELEVATIONS Standing Seam Metal Roof Provide steel lintels at all openings w/ brick above All roof slopes to be 6:12 unless otherwise noted Overhang to be 24" from frame 100% Siding unless otherwise noted 1/4" = 1'-0" 5' TO LESS THAN 10' TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION UNPROTECTED, NONSPRINKLERED 10% UNPROTECTED, SPRINKLERED 25% PROTECTED 25% TOTAL WALL AREA 853 S.F. 100% TOTAL OPENINGS AREA 55.5 S.F. 6.50% TOTAL OPENINGS PERCENTAGE IS LESS THAN 10% ALLOWED 151 FIN. FLR 16'-0" PL FIN. FLR 9'-0" Ceil. 2ND FLR. 20'-0" PL Siding, Typ. Siding, Typ. Stone, Typ. Stucco, Typ. S.S. Mtl. Roof 20'-0" PL Stone, Typ. FRONT ELEVATION 1/4" = 1'-0" RIGHT SIDE ELEVATION 1/4" = 1'-0" ELEVATIONS Standing Provide All roof slopes Overhang 100% Siding 1/4" = 1'-0" 5' TO LESS TABLE FIRE SEPARATION TOTAL WALL TOTAL OPENINGS TOTAL OPENINGS 12 2 12 6 12 2 12 6 SECTION A-A 1/4" = 1'-0" ONAL G. P S D UR E P U R S E R A R C H I T E C 5 7 0 2 4 T H S T K A T Y T X 7 T E L : 2 8 1 2 9 3 F A X : 2 8 1 2 9 3 E: INFO@PURSERARCHITECTU DATE OF ISSUE First Draft THE SIDAROS LAW FIRM, PLLC 151 Bella Katy Dr. Katy, TX 77494 KILCOMMINS GROUP DEVELOPMENT COMPANIES Revisions Revisions Permit Set Fire Resubmittal SECTION B-B 1/4" = 1'-0" 12 2 12 6 12 2 12 6 SECTION A-A 1/4" = 1'-0" P U R S E R 5 7 0 2 T Y T E L : F A X E NFO@PU DATE First Draft THE LAW 151 Bella Katy, KILCOMMINS GROUP DEVELOPMENT COMPANIES Revisions Revisions Permit Set Fire Resubmittal SECTION B-B 1/4" = 1'-0"
FIRM, PLLC
THE SIDAROS LAW FIRM, PLLC 151 Bella Katy Dr. Lot 7 Katy, TX 77494
DATE: 06/28/2021
KILCOMMINS GROUP DEVELOPMENT COMPANIES Revisions 02/03/2021 Revisions 02/08/2021 Permit Set 05/12/2021 Fire Resubmittal 06/28/2021
01/18/2021
L G. P S D UR E R 6 9
ONA AS D TESTA O TEX
h g h m y e A A h o e n o b d o e n o e p A n e o A w e e n n m n me h h q o e a e d p h h o o w h b d p A h w g o o p e w u a n e m e d a
First Draft 2 8 3 6 PLAN NUMBER
PROJ. #:
DATE: 06/28/2021
P U R S E R A R C H I T E C T U R A L 5 7 0 2 T H S T E T K T Y X 4 9 3 E L 8 9 2 1 F X 2 8 2 9 2 6 E N O@PUR RAR H TE TURA COM OF: 19
DATE OF ISSUE SHEET NUMBER:
Revisions 02/03/2021 Revisions 02/08/2021 Permit Set 05/12/2021 Fire Resubmittal 06/28/2021
25 6:12 SLOPE 6:12 SLOPE 9'-0" PLT. 20'-0" PLT. 16'-0" PLT. 12'-0" PLT. 20'-0" PLT. 20'-0" PLT. 15'-2" PLT. 6:12 SLOPE 6:12 SLOPE 2:12 2:12 ONA AS D TESTA OF TEX L G. P S D UR E 8 8 P U R S E R A R C H T E C T U R A L 5 7 4 T H R E E K A 7 7 3 T 8 1 9 3 2 9 1 A X 8 9 2 4 6 E NFO@PUR ERA CH T CTURA COM OF: 19 DATE OF ISSUE SHEET NUMBER: First Draft 2 8 3 6 PLAN NUMBER 01/18/2021 THE SIDAROS LAW FIRM, PLLC 151 Bella Katy Dr. Lot 7 Katy, TX 77494 DATE: 06/28/2021 p e a e m p e n u e w o e o p p p u o n n m g e a n m e b m m o u d o R d h w n w h e n om P e d w d m n h e PROJ. #: KILCOMMINS GROUP DEVELOPMENT COMPANIES Revisions 02/03/2021 Revisions 02/08/2021 Permit Set 05/12/2021 Fire Resubmittal 06/28/2021 See engineered framing plans for construction. This plan for information only. ROOF FRAMING PLAN 1/4" 1'-0" LEGEND 2x6 RAFTERS AT 16" O.C. (10'-7" MAX. UNBRACED SPAN) 2x10 RIDGE BD. (min.) OR ONE SIZE LARGER THAN ADJOINING RAFTERS HIP RAFTER (ONE SIZE LARGER THAN ADJOINING RAFTERS) 4. VALLEY RAFTER (ONE SIZE LARGER THAN ADJOINING RAFTERS) DOUBLE BLOCKING AT CHIMNEY 2x6 BRACING AT 48" O.C. W/ 2x6 PURLIN CONTINUOUS CRICKET M.S. M.S. EXIT EXIT M.S. To Lights ONA AS TESTA
L G. P S D UR E
P U R S E R
SE ARCH C U L OM OF: 19 DATE OF ISSUE SHEET NUMBER: First Draft 2 8 3 6 PLAN NUMBER 01/18/2021 THE
151 Bella Katy Dr.
Katy, TX 77494 DATE:
d p h y n h m h o e o P h h d e w h e b P h a n o p g d b h e w o b p o o e m d u e o e u o o e d g p h w n o p o m
KILCOMMINS GROUP DEVELOPMENT COMPANIES
NOTE: Exterior emergency egress lighting to have battery backup. FIRST FLOOR REFLECTED CEILING PLAN 1/4" 1'-0" NOTE: Actual Electrical Layout TBD by Builder. LEGEND DATALINE NETWORKING SWITCH (CAT. 5E) (#15) TELEVISION ANTENNA TELEPHONE OUTLET (CAT. 5E) AUDIO/VISUAL ALARM INTERNET NETWORK SWITCH (CAT. 5E) (#3) IN EVERY ROOM 110 QUAD OUTLET INTERRUPTER OUTLET 110 GROUND FAULT 110 OUTLET G.F.I. OUTLET 110 WATERPROOF WALL MOUNT LIGHT SURFACE MOUNT CEILING LIGHT RECESSED CAN LIGHT 2x4 FLUORESCENT LIGHT EXHAUST VENT THREE WAY SWITCH SINGLE POLE SWITCH EXIT EXIT SIGN Exit sign placement shall be such that no point an exit access corridor is more than 100 feet (30 480 mm) the listed viewing distance for the sign, whichever less, from the nearest visible exit sign. 2-1.5W, 120V with Battery Backup 1/2 Hr. V WITH LIGHT CEILING FAN CEILING FAN SCONCE LIGHT 110 FLOOR OUTLET HF HF LARGE HANGING FIXTURE SMALL HANGING FIXTURE 2x2 FLUORESCENT LIGHT 220 RECEPTACLE, DEDICATED CIRC. Stairs Framing Roof Framing Above Fur-Down to 8' A.F.F. FIRST FLOOR CEILING FRAMING PLAN 1/4" 1'-0" This plan for information only. See engineered framing plans for construction. ONA AS TESTA OF TEX L G. P S D UR E 8 8 P U R S E R A R C H T E C T U R A L 5 2 4 T H R E E K A T 7 7 T 2 1 2 9 3 9 2 9 A X 8 1 9 3 7 2 4 NFO@PUR ER CH T CTUR COM OF: 19 DATE OF ISSUE SHEET NUMBER: First Draft 2 8 3 6 PLAN NUMBER 01/18/2021
151
TX
DATE:
p g e e n m h e p P h e o e n o e o p b P o n h e p b e o m m o e u R d o e w p h p w a m n h PROJ. #: KILCOMMINS
DEVELOPMENT COMPANIES
OF TEX
8 89
A R C H T E C T U R A L 5 2 4 H T R E A T T X 7 7 4 T E 2 1 2 3 9 9 A 2 8 1 2 3 7 4 NFO@ U
SIDAROS LAW FIRM, PLLC
Lot 7
06/28/2021
PROJ. #:
Revisions 02/03/2021 Revisions 02/08/2021 Permit Set 05/12/2021 Fire Resubmittal 06/28/2021
THE SIDAROS LAW FIRM, PLLC
Bella Katy Dr. Lot 7 Katy,
77494
06/28/2021
GROUP
FIRST FLOOR ELECTRICAL PLAN 1/4" 1'-0" NOTE: Actual Electrical Layout TBD by Builder. DATALINE NETWORKING SWITCH (CAT. 5E) (#15) TELEVISION ANTENNA TELEPHONE OUTLET (CAT. 5E) AUDIO/VISUAL ALARM INTERNET NETWORK SWITCH (CAT. 5E) (#3) IN EVERY ROOM 110 QUAD OUTLET INTERRUPTER OUTLET 110 GROUND FAULT 110 OUTLET G.F.I. OUTLET 110 WATERPROOF WALL MOUNT LIGHT SURFACE MOUNT CEILING LIGHT RECESSED CAN LIGHT 1x4 FLUORESCENT LIGHT 2 LAMP EXHAUST VENT THREE WAY SWITCH SINGLE POLE SWITCH EXIT EXIT SIGN Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30 480 mm) or the listed viewing distance for the sign, whichever less, from the nearest visible exit sign. 2-1.5W, 120V with Battery Backup 1 1/2 Hr. WITH LIGHT CEILING FAN CEILING FAN SCONCE LIGHT 110 FLOOR OUTLET HF HF LARGE HANGING FIXTURE SMALL HANGING FIXTURE 2x2 FLUORESCENT LIGHT LEGEND ONA AS TESTA OF TEX L G. P S D UR E 8 8 P U R S E R A R C H T E C T U R A L 5 2 4 T H R E E K A T 7 7 4 T 2 1 2 9 3 9 2 9 A X 8 1 9 3 7 2 4 NFO@PUR ER RCH T CTUR COM
OF: 19
DATE OF ISSUE SHEET NUMBER: First Draft 2 8 3 6 PLAN NUMBER 01/18/2021
THE SIDAROS LAW
151 Bella Katy Dr. Lot 7 Katy, TX 77494
e
e
n
KILCOMMINS
Revisions
Revisions
Permit
FIRST FLOOR ELECTRICAL PLAN 1/4" = 1'-0" NOTE: Actual Electrical Layout TBD by Builder. DATALINE NETWORKING SWITCH (CAT. 5E) (#15) TELEVISION ANTENNA TELEPHONE OUTLET (CAT. 5E) AUDIO/VISUAL ALARM INTERNET NETWORK SWITCH (CAT. 5E) (#3) IN EVERY ROOM 110 QUAD OUTLET INTERRUPTER OUTLET 110 GROUND FAULT 110 OUTLET WALL MOUNT LIGHT SURFACE MOUNT CEILING LIGHT RECESSED CAN LIGHT 1x4 FLUORESCENT LIGHT LAMP EXHAUST VENT THREE WAY SWITCH SINGLE POLE SWITCH EXIT EXIT SIGN Exit sign placement shall be such that no point in an exit access corridor more than 100 feet (30 480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. 2-1.5W, 120V with Battery Backup 1/2 Hr. WITH LIGHT CEILING FAN CEILING FAN SCONCE LIGHT HF HF LARGE HANGING FIXTURE SMALL HANGING FIXTURE 2x2 FLUORESCENT LIGHT V M.S. M.S. V EXIT M.S. To Lights Above ONA AS D TESTA O TEX L G. P S D UR E R 6 9 P U R S E R A R C H I T E C T U R A L 5 7 0 2 T H S T E T K T Y X 4 9 3 E L 8 9 2 1 F X 2 8 2 9 7 2 6 E N O@PUR RAR TE TURA COM OF: 19 DATE OF ISSUE SHEET NUMBER: First Draft 2 8 3 6 PLAN NUMBER 01/18/2021 THE SIDAROS LAW FIRM, PLLC 151 Bella Katy Dr. Lot 7 Katy, TX 77494 DATE: 06/28/2021 a g o h y A A h o a g e n o b d o e m w p m e A o m n d o m n o A w e e n n h q e d p am o e w h h h b d w u p m o m e A a n h w g o p e d PROJ. #: KILCOMMINS GROUP DEVELOPMENT COMPANIES Revisions 02/03/2021 Revisions 02/08/2021 Permit Set 05/12/2021 Fire Resubmittal 06/28/2021 NOTE: Exterior emergency egress lighting to have battery backup. FIRST FLOOR REFLECTED CEILING PLAN 1/4" 1'-0" NOTE: Actual Electrical Layout TBD by Builder. DATALINE NETWORKING SWITCH (CAT. 5E) (#15) TELEVISION ANTENNA TELEPHONE OUTLET (CAT. 5E) AUDIO/VISUAL ALARM INTERNET NETWORK SWITCH (CAT. 5E) (#3) IN EVERY ROOM 110 QUAD OUTLET INTERRUPTER OUTLET 110 GROUND FAULT 110 OUTLET G.F.I. OUTLET 110 WATERPROOF WALL MOUNT LIGHT SURFACE MOUNT CEILING LIGHT RECESSED CAN LIGHT 2x4 FLUORESCENT LIGHT EXHAUST VENT THREE WAY SWITCH SINGLE POLE SWITCH EXIT EXIT SIGN Exit sign placement shall be such that no point in an exit access corridor more than 100 feet (30 480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. 2-1.5W, 120V with Battery Backup 1/2 Hr. WITH LIGHT CEILING FAN CEILING FAN SCONCE LIGHT HF HF LARGE HANGING FIXTURE SMALL HANGING FIXTURE 2x2 FLUORESCENT LIGHT 6:12 SLOPE 6:12 SLOPE 9'-0" PLT. 20'-0" PLT. 16'-0" PLT. 12'-0" PLT. 20'-0" PLT. 20'-0" PLT. 15'-2" PLT. 6:12 SLOPE 6:12 SLOPE 2:12 2:12 ONA AS D TESTA OF TEX L G. P S D UR R 8 8 P U R S E R A R C H T E C T U R A L 5 7 4 T H S R E E K A 7 7 3 T 8 1 9 3 2 1 F A X 8 9 2 4 6 E NFO@PUR ERA CH T CTURA COM OF: 19 DATE OF ISSUE SHEET NUMBER: First Draft 2 8 3 6 PLAN NUMBER 01/18/2021 THE SIDAROS LAW FIRM, PLLC 151 Bella Katy Dr. Lot 7 Katy, TX 77494 DATE: 06/28/2021 p d a m p e h w o u n o o x o h p p p u o g n n b o u m m o u d o R d h w n h P e d a u n u w h d n m n h e PROJ. #: KILCOMMINS GROUP DEVELOPMENT COMPANIES Revisions 02/03/2021 Revisions 02/08/2021 Permit Set 05/12/2021 Fire Resubmittal
See engineered framing plans for construction. This plan for information only. ROOF FRAMING PLAN 1/4" 1'-0" LEGEND 2x6 RAFTERS AT 16" O.C. (10'-7" MAX. UNBRACED SPAN) 2. 2x10 RIDGE BD. (min.) OR ONE SIZE LARGER THAN ADJOINING RAFTERS HIP RAFTER (ONE SIZE LARGER THAN ADJOINING RAFTERS) 4. VALLEY RAFTER (ONE SIZE LARGER THAN ADJOINING RAFTERS) DOUBLE BLOCKING AT CHIMNEY 2x6 BRACING AT 48" O.C. W/ 2x6 PURLIN CONTINUOUS CRICKET Stairs Framing Roof Framing Above Fur-Down to A.F.F. FIRST FLOOR CEILING FRAMING PLAN 1/4" 1'-0" This plan is for information only. See engineered framing plans for construction. ONA AS D TESTA OF TEX L G. S D UR E R 86 9 P U R S E R A R C H T E C T U R A L 7 0 2 H T R T A T Y T X 7 4 9 3 E 2 8 1 2 3 9 9 1 A X 2 1 2 3 7 4 6 N O@ URS RARCH EC URA COM OF: 19 DATE OF ISSUE SHEET NUMBER: First Draft 2 8 3 6 PLAN NUMBER 01/18/2021 THE SIDAROS LAW FIRM, PLLC 151 Bella Katy Dr. Lot 7 Katy, TX 77494 DATE: 06/28/2021 T e d w n e n e e T d p A u o w e T e d a e p m n w h p p mp n u A C o m n d m A o h p p u o m n n w p p b d w p m m A u T w n o d o PROJ. #: KILCOMMINS GROUP DEVELOPMENT COMPANIES Revisions 02/03/2021 Revisions 02/08/2021 Permit Set 05/12/2021 Fire Resubmittal 06/28/2021
w o p g h p P h e e w e w o e u n o p b
o m n o o P
m n e d n b h e p b e o u o a o m n p m n h e e w n a o n u p h PROJ. #:
GROUP DEVELOPMENT COMPANIES
02/03/2021
02/08/2021
Set 05/12/2021 Fire Resubmittal 06/28/2021
06/28/2021
Section 604.6 - Flush Controls. Flush controls at toilets shall be hand operated and shall comply with 309. Flush controls shall be located on the open side of the water closet except in ambulatory accessible compartments complying with 604.8.2.
Section 604.7 Dispensers. Toilet paper dispensers shall comply with 309.4 and shall be 7" (180 mm) min. and 9" (230 mm) max. in front of the water closet measured to the centerline of the dispenser. The outlet of the dispenser shall be 15" (380 mm) min. and 48" (1220 mm) max. above the finish floor and shall not be located behind grab bars. Dispensers shall not be of a type that controls delivery of that does not allow continuous paper flow.
lavatories and sinks.
Section 609 Grab Bars.
609.2 Circular Cross Section. Grab bars with circular cross sections shall have an outside diameter of 1 1/4" (32 mm) min. and 2" (51 mm) max.
609.3 Spacing. The space between the wall and the grab bar shall be 1 1/2" (38 mm). The space between the grab bar and projecting objects below and at the ends shall be 1 1/2" (38 mm) min. The space between the grab bar and projecting objects above shall be 12" (305 mm) min.
P U R S E R A R C H T E C T U R A L
5 7 0 2 4 T H S T R E E T K A T Y T X 7 7 4 9 3 T E L 2 8 1 2 9 3 9 2 9 1 F A X 2 8 1 2 9 3 7 2 4 6 E NFO@PURSERARCHITECTURAL COM
Lav W.C.
THE SIDAROS LAW FIRM, PLLC
151 Bella Katy Dr. Lot 7 Katy, TX 77494
DATE OF ISSUE
is C C Note: Flush controls at toilets shall be hand operated and shall comply with 604.6. Faucets at lavatory shall be lever type and shall comply with 309. Water supply and drain pipes under lavatories and sinks shall be insulated. 606.5 Dispensers shall comply with 604.7...The outlet of the dispenser shall not be located behind grab bars. Grab bars shall comply with 604.5 and 609. 609.4 Position of Grab Bars. Grab bars shall be installed in a horizontal position, 33" (840 mm) minimum and 36" (915 mm) maximum above the finish floor measured to the top of the gripping surface.
01/18/2021
First Draft 2 8 3 6
L G. P S D UR E R 8689
ONA AS D TESTA O F TEX
The e dr w ng nd spe f a a e c opy gh ed The a e and ha rem n he o e p ope t o Pu se A h t e t u a n c A r h e u n e s o h w e no ed The e d w ng a o be u d on othe p o e o e n s o n s h p r o e c e p b y a re men w h app op a compe a on o Pu se A r e c u a n C o n r a o r e s p o n s b e n m a n d o e a n g d m e n s o n s a o b s e A h e w n o e p o n o o n s r u c o n m an me ho s t chn que o p oc du e o o s e y p e c a u o n a n d p o a m n o n t o n w h p o e t pro c on o hes dr w ng p oh b ed w h o u r m s o n r o m P u s e A e u a n Th se r w n s r no va d o co s uc on ur ose w h ou sea n s gna u e o m ed a ch ec
PLAN NUMBER
DATE: 06/28/2021
Micro Break Room Break Room, Cont. Reception Sink Sink Micro Break Room, Cont. Break Room, Cont. Micro Break Room Break Room, Cont. K.S.
SHEET NUMBER:
Cont.
Sink Sink Micro Break Room, Cont. Break Room,
OF: 19
26
PROJ. #:
GROUP
Revisions 02/03/2021 Revisions 02/08/2021 Permit Set 05/12/2021 Fire Resubmittal 06/28/2021 WALL SECTION 1 3/4 1'-0" WALL SECTION 2 3/4 = 1'-0" WALL SECTION 3 3/4 = 1'-0" Micro Break Room Break Room, Cont. K.S. Reception Sink Sink Micro
Micro
K.S.
Sink Sink Micro
Micro
K.S.
Sink Sink Micro
604.5.2 Rear Wall. The rear wall grab bar shall be
long min.
KILCOMMINS
DEVELOPMENT COMPANIES
Break Room, Cont. Break Room, Cont.
Break Room Break Room, Cont.
Reception
Break Room, Cont. Break Room, Cont.
Break Room Break Room, Cont.
Reception
Break Room, Cont. Break Room, Cont.
36" (915 mm)
and extend from the centerline of the water closet 12" (305 mm) min. on one side and 24" (610 mm) min. on the other side.
609.8 Structural Strength. Allowable materials used when a vertical or
applied at any point on the grab supporting structure.
EXCEPTION: The space between the grab bars and shower controls, shower fittings, and other grab bars above shall be permitted to be 1 1/2" (38 mm) min. W Mirror Toilet Paper
36"H x 24"
Toilets, Typ.
Reception
TEAM TRIDENT, LLC
New staffing agency office building- Commercial project In this project I worked closely with the Project manager and helped on the design development phase. I was able to work on the marketing visuals and completed the construction documents drawings.
27
KILCOMMINS GROUP DEVELOPMENT
P.L.
10' B.L.
Proposed Office Building
P.L.
10' B.L.
23242 23248
K I GN S P L A C E D R I V E 23236
KILCOMMINS
RED RIVER DRIVE 23234 23230 23226 23218
OVERALL SITE PLAN 1" = 40'-0"
208 Parking Spaces. 208.1 General. Where parking spaces are provided, parking spaces shall be provided in accordance with 208. 208.2 Minimum Number. Parking spaces complying with 502 shall be provided in accordance with Table 208.2 except as required by 208.2.1, 208.2.2, and 208.2.3. Where more than one parking facility is provided on a site, the number of accessible spaces provided on the site shall be calculated according to the number of spaces required for each parking facility. 208.2.4 - Parking Spaces Van Parking Spaces. For every six or fraction of six parking spaces required by 208.2 to comply with 502, at least one shall be a van parking space complying with 502.
405 Ramps 405.2 Slope. Ramp runs shall have a running slope not steeper than 1:12. Exception: In existing sites, buildings, and facilities, ramps shall be permitted to have running slopes steeper than 1:12 complying with Table 405.2 where such slopes are necessary due to space limitations. 405.3 Cross Slope. Cross slope of ramp runs shall not be steeper than 1:48. 405.4 Floor or Ground Surfaces. Floor ground surfaces of ramp runs shall comply with 302. Changes in level other than the running slopes and cross slope are not permitted on ramp runs.
502 Parking Spaces. 502.1 General. Car and van parking spaces shall comply with 502. Where parking spaces are marked with lines, width measurements of parking spaces and access aisles shall be made from the centerline of the markings.
502.2 Vehicle Spaces. Car parking spaces shall be 96" (2440 mm) wide minimum and van parking spaces shall be 132" (3350 mm) wide minimum, shall be marked to define the width, and shall have an adjacent access aisle complying with 502.3.
Exception: Van parking spaces shall be permitted to be 96" (2440 mm) wide minimum where the access aisle is 96" (2440 mm) wide minimum. 502.3 Access aisle. Access aisles serving parking spaces shall comply with 502.3. Access aisles shall adjoin an accessible route. Two parking spaces shall be permitted to share common access aisle.
502.3.1-Access Aisle - Width. Access aisles serving car and van parking spaces shall be 60" (1525 mm) wide minimum.
502.3.2-Access Aisle - Length. Access aisles shall extend the full length of the parking spaces they serve.
502.3.3-Access Aisle - Marking. Access aisles shall be marked so as to discourage parking in them.
PROPOSED BUILDING To Exist. HandicapParking 24' Fire Lane
502.4 Floor or Ground Surfaces. Parking spaces and access aisles serving them shall comply with 302. Access aisles shall be at the same level as the parking spaces they serve. Changes in level are not permitted.
Exception: Slopes not steeper than 1:48 shall be permitted.
502.5 Vertical Clearance. Parking spaces for vans and access aisles and vehicular routes serving them shall provide vertical clearance of 98" (2490 mm) minimum.
FIRE HYDRANT
502.6 Identification. Parking space identification signs shall include the International Symbol of Accessibility complying with 703.7.2.1. Signs identifying van parking spaces shall contain the designation "van accessible." Signs shall be 60" (1525 mm) minimum above the finish floor or ground surface measured to the bottom of the sign.
6. Signs. 703.1 General. Signs shall comply with 703. Where both visual and tactile characters are required, either one sign with both visual and tactile characters, or two separate signs, one with visual, and one with tactile characters, shall be provided.
703.2 Raised Characters. Raised characters shall comply with 703.2 and shall be duplicated in braille complying with 703.3. Raised characters shall be installed in accordance with 703.4.
703.5 Visual Characters. Visual characters shall comply with 703.5 Exception: Where visual characters comply with 703.2 and are accompanied by braille complying with 703.3, they shall not be required to comply with 703.5.2 through 703.5.9.
703.5.1 Finish and Contrast. Characters and their background shall have a non-glare finish. Characters shall contrast with their background with either light characters on a dark background or dark characters on a light background. 703.5.2 Case. Characters shall be uppercase or lowercase or a combination of both. 703.5.3 Style. Characters shall be conventional in form. Characters shall not be italic, oblique, script, highly decorative, or of other unusual forms.
703.5.4 Character Proportions. Characters shall be selected from fonts where the width of the uppercase letter "O" is 55 percent minimum and 110 percent maximum of the height of the uppercase letter "I". 703.5.5. Character Height. Minimum character height shall comply with Table 703.5.5. Viewing distance shall be measured as the horizontal distance between the character and an obstruction preventing further approach towards the sign. Character height shall be based on the uppercase letter "I". 703.5.6 Height From Finish Floor or Ground. Visual characters shall be 40" (1015 mm) minimum above the finish floor or ground.
Exception: Visual characters indicating elevator car controls shall not be required to comply with 703.5.6.
703.5.7 Stroke Thickness. Stroke thickness of the uppercase letter "I" shall be 10% minimum and 30% maximum of the height of the character. 703.5.8 Character Spacing. Character spacing shall be shall be measured between the two closest points of adjacent characters, excluding word spaces. Spacing between individual characters shall be 10% minimum and 35% maximum of character height. 703.5.9 Line Spacing. Spacing between the baselines of separate lines of characters within message shall be 135% minimum and 170% maximum of character height.
703.7 Symbols of Accessibility. Symbols of accessibility shall comply with 703.7. 703.7.1 Finish and Contrast. Symbols of accessibility and their background shall have a non-glare finish. Symbols of accessibility shall contrast with their background with either a light symbol on a dark background or a dark symbol on light background.
T he se d aw ngs a nd spe ca ons a op r gh e d They re and ha ema n so e p oper y o Pu e A r h e c u a n A r h e c u n e s o h e r w no ed he e d aw ng ar e no o be used on othe p o e c o e e n o n s o h s p r o e t e x c e p b a eemen w h pp op te om n a o o Pu se A r c h e u r a n c C o n a c o e s p o n b e o o n r m n g a n d o r e a d m e n s o n a t o b s A r h e t w n o b e r e s p o n s b e o r o n s r u c o n me ns m thod echn ques or p o edures o o s f t p e a u o n s a n d p o r a m s n c o n n o n w t h h p o ec Reprodu on o h se d aw ng s p oh b t d w h o u p e r m s n r o m P u r A r ch e c u a n The e d aw ng a e no va d ons u on pur o e w h ou se nd u e m en e d ch e c
#: D.18.012-KILC.P4.2.TRID
KILCOMMINS GROUP DEVELOPMENT COMPANIES Revisions 03/01/19 Revisions 03/11/19 Revisions 03/22/19 Revisions 03/27/19 Revisions 04/22/19 Permit Set 05/16/19
28
P U R S E R A R C H I T E C T U R A L 5 7 0 2 4 T H S T R E E T K A T Y , T X 7 7 4 9 3 T E L 2 8 1 2 9 3 9 2 9 1 F A X 2 8 1 2 9 3 7 2 4 6 E: NFO@PURSERARCH TECTURAL COM OF: 19 DATE OF ISSUE
First Draft
CONSTRUCTION PURPOSES ONLY THIS PLAN IS FOR INFORMATION
SHEET NUMBER:
2 7 2 9 PLAN NUMBER
NOT FOR 01/11/19 TEAM TRIDENT, LLC 23242 Kingsplace Dr. Lot 2 Katy, TX 77494 DATE: 05/16/2019
PROJ. #: D.18.012-KILC.P4.2.TRID
GROUP DEVELOPMENT
Revisions 03/01/19 Revisions
Revisions
Revisions
Revisions
Permit
SITE PLAN 1/8" = 1'-0" Design # U425 on Sheet A01 Display Wall A A06 A A06 A06 A06 A06 A06 D A6 D A6 18'-2" Travel 42'-0" Travel P U R S E R A R C H T E C T U R A L 0 4 H T R E A 7 T E L 2 3 2 9 A X 1 9 3 2 4 N O@PU S RAR H T C URA COM OF: 19 DATE OF ISSUE SHEET NUMBER: First Draft 2 7 2 9 PLAN NUMBER CONSTRUCTION PURPOSES ONLY THIS PLAN IS FOR INFORMATION NOT FOR 01/11/19 TEAM TRIDENT, LLC 23242 Kingsplace Dr. Lot 2 Katy, TX 77494 DATE: 05/16/2019 e d e o o m e h w n e o d o h p b m p m C o w b n b n o h u a g m w d n o o p PROJ.
COMPANIES
03/11/19
03/22/19
03/27/19
04/22/19
Set 05/16/19
OF:
COMPANIES Revisions 03/01/19 Revisions 03/11/19 Revisions 03/22/19 Revisions 03/27/19 Revisions 04/22/19 Permit Set 05/16/19 FIRST FLOOR PLAN 1/4" 1'-0" 2,000 S.F. A A06 A A06 A06 A06 A06 A06 D A6 D A6 P U R S E R A R C H T E C T U R A L 0 4 H T R E A 7 T E L 2 3 2 9 A X 1 9 3 2 4 N O@PU S RAR H T C URA COM
19 DATE OF ISSUE SHEET NUMBER: First Draft 2 7 2 9 PLAN NUMBER CONSTRUCTION PURPOSES ONLY THIS PLAN IS FOR INFORMATION NOT FOR 01/11/19 TEAM TRIDENT, LLC 23242 Kingsplace Dr. Lot 2 Katy, TX 77494 DATE: 05/16/2019 e d e o o n h w d h p b m p m C m a o w b n b n o h u a g m w d m o o p PROJ. #: D.18.012-KILC.P4.2.TRID
SECOND FLOOR PLAN 1/4" 1'-0" 743 S.F. Design U425 on Sheet A01 Display Wall A A06 A A06 A06 A06 A06 C A06 C D A6 D A6 18'-2" Travel 42'-0" Travel P U R S E R A R C H T E C T U R A L 0 4 H T R E A 7 T E L 2
A X
H
3 9 2
1 9 3 7 2 4 N O@PU S RAR
T C URA COM OF: 19 DATE OF ISSUE SHEET NUMBER: First Draft 2 7 2 9 PLAN NUMBER CONSTRUCTION PURPOSES ONLY THIS PLAN IS FOR INFORMATION NOT FOR 01/11/19 TEAM TRIDENT, LLC 23242 Kingsplace Dr. Lot 2 Katy, TX 77494 DATE: 05/16/2019 d n h w d n o h o p b p C o m n a o b b e m h o g d p m m p u m a PROJ. #: D.18.012-KILC.P4.2.TRID
FIRST FLOOR PLAN 1/4" 1'-0" 2,000 S.F. This Wall to be 1-HR. Fire Rated, See UL Design # U425 on Sheet A01 Display Wall A A06 A A06 A06 B A06 B A06 C A06 C D A6 D A6 18'-2" Travel 42'-0" Travel P U R S E R A R C H I T E C T U R A 5 0 2 4 S R E K A T Y T X 7 7 4 9 3 T 8 1 2 9 9 1 F A 8 1 2 9 7 6 E NFO@PUR E ARC T CTU A COM OF: 19 DATE OF ISSUE SHEET NUMBER: First Draft 2 7 2 9 PLAN NUMBER CONSTRUCTION PURPOSES ONLY THIS PLAN IS FOR INFORMATION NOT FOR 01/11/19 TEAM TRIDENT, LLC 23242 Kingsplace Dr. Lot 2 Katy, TX 77494 DATE: 05/16/2019 w g n d h u h u o w o u p m w p o m e p n m e m n e w o o o d o m n w h p h e e w n d o PROJ. #: D.18.012-KILC.P4.2.TRID KILCOMMINS
Revisions 03/01/19 Revisions 03/11/19 Revisions 03/22/19 Revisions 03/27/19 Revisions 04/22/19 Permit Set
FIRST FLOOR PLAN 1/4" 1'-0" 2,000 S.F.
KILCOMMINS GROUP DEVELOPMENT COMPANIES Revisions 03/01/19 Revisions 03/11/19 Revisions 03/22/19 Revisions 03/27/19 Revisions 04/22/19 Permit Set 05/16/19
GROUP DEVELOPMENT COMPANIES
05/16/19
KILCOMMINS GROUP DEVELOPMENT COMPANIES
KILCOMMINS GROUP DEVELOPMENT COMPANIES
TRIDENT,
KILCOMMINS GROUP DEVELOPMENT COMPANIES
TEAM TRIDENT, LLC
23242 Kingsplace Dr. Lot 2 Katy, TX 77494
Revisions 03/01/19 Revisions 03/11/19 Revisions 03/22/19 Revisions 03/27/19 Revisions 04/22/19 Permit Set 05/16/19
SECTION A-A 1/4" = 1'-0"
SECTION A-A 1/4" = 1'-0"
NOT FOR
CONSTRUCTION
T he se d w n a nd pe c at ons a e c p gh They e and h rema n he so e p oper y o Pur er A r h e c t u a n c A c h t e c u n e s h e w s e no ed T he d aw ng s a e o to be used on o her p o e c o e x e n s o n o h p o t x c e p b y a eement w th app op a e compen a on o Pur er A r c h e c u a n c C o n r a c o r e s p o n b e o r o n r m n n d c o r e n g d m n s n s a t o b s t e A r h t w n o b e p o n s b e f o o n s r u c o n me ns me hod echn que o pro edu es o o sa e y p e a u o n a n d p r o g m n c o n n e t o n w h t h s p o ec Reproduc on of hese d aw ng s p oh b ted w h o u p m s s o n o m P u e A r h e c t u a The e d aw ng a e not a d or cons uc on purpo es w h o se a a nd s gna u e f o m e d ch t PROJ. #: D.18.012-KILC.P4.2.TRID
T he e d aw ngs a nd spe c at ons a e c op r gh e d They re and ha rema n he so e p oper y o Pur er A h e c u a n c A c h t e u n e o h e r w s e no ed he d aw ng s a e no o be used on o he p o e c o e x n s o n o h p o e c t e x c e p b reemen w th app op a e compensa on o Pu e A r h e u a n c C o n a o r e s p o n b e f o r o n r m n g n d c o e a t n g d m e n s o n s a o b s e A h e t w n o b e e p o n b e f o o n s r u c o n m ans m thod echn que o pro edu es o o s e y p e c a u t o n a n d p o g a m n o n n e t o n w t h t h s p o ec Reproduc on o he d aw ng s p oh b ted w h o u p e m s o n o m P u s e r A r h e c u a n c The e d aw ng a e not a d o cons uc on purpo es w h ou se a a nd s gna u e o m en e d ch t
he e d aw ngs a nd spe c ca on e c opy r gh e d he are nd ha em n the o p ope y o Pu e A h e c u a n c A r c h u n e s o t h e r w no ed T he e d aw ng s a e no o be used on othe p o e c o e x e n o n o h p o e c e x c e p b agreemen w h pp opr a e compensa on to Pu se A h u r a n c C o n t o r s r e s p o n b e o c o n r m n g a n d c o e a t n g d m e n s o n s a o b s A h e c w n o b e s p o n b e o o n u o n means method echn qu s o p ocedu es or o saf t p e c a u t o n s a n d p o g a m n o n n e c o n w t h h pro ec Reproduc on o the e draw n s p oh b ted w h o u p e r m s o n r o m P u s e A h e c u a n hese d aw ng a e no va d o con t uc on pu po e w th out a nd s gna ur e ro m c en e d ar ch e c
PROJ. #: D.18.012-KILC.P4.2.TRID
DATE: 05/16/2019
29 Fin. Flr. Fin. Flr.
Fin. Flr.
Ceil.
Clg. 27'-4" PL
PL 12
12
12 3 Stone, Typ. Stucco, Typ. Stucco, Typ. Ipe Composite Siding Ipe Composite Siding Ipe Composite Siding 19'-6" Clg.
PL 21'-6" PL 12 12 Wood Column
9'-0" Clg. 10'-6" 2nd Flr.
9'-0"
10'-6" 2nd Flr. 19'-6"
26'-6"
1/2
1/2
26-6"
1'-0"
FRONT ELEVATION 1/4" =
1'-0" 23242 Fin Flr. 9'-0" Clg. Stone, Typ. Fin. Flr. 13'-6" PL 10'-6" 2nd Flr. 26'-6" PL 27'-4" PL Stone, Typ. Standing Seam Mtl., typ. Stucco, Typ. Stucco, Typ. Ipe Composite Siding Ipe Composite Siding Stucco, Typ. 12 x 12 Wood Column 19'-6" Clg. Decorative Bolts and Nuts, top & bottom of column, typ. Fin. Flr. 9'-0" Clg. 10'-6" 2nd Flr. Fin. Flr. 9'-0" Ceil. 10'-6" 2nd Flr. 19'-6" Clg. 27'-4" PL 26'-6" PL 12 1/2 12 1/2 12 3 Stone, Typ. Stucco, Typ. Stucco, Typ. Ipe Composite Siding Ipe Composite Siding Ipe Composite Siding 19'-6" Clg. 26-6" PL 21'-6" PL 12 x 12 Wood Column ELEVATIONS Standing Seam Metal Roof Provide steel lintels at all openings w/ brick above Overhang to be 24" from frame 100% Stucco unless otherwise noted 1/4" = 1'-0" FRONT ELEVATION 1/4" = 1'-0" P U R S E R A R C H T E C T U R A L 5 7 0 2 4 T H S T R E E T K A T Y T X 7 7 4 9 3 T E L 2 8 1 2 9 3 9 2 9 1 F A X 2 8 1 2 9 3 7 2 4 6 E NFO@PURSERARCHITECTURAL COM OF: 19 DATE
ISSUE SHEET
First Draft
9
RIGHT SIDE ELEVATION 1/4" =
OF
NUMBER:
2 7 2
PLAN NUMBER
PURPOSES ONLY THIS PLAN IS FOR INFORMATION
01/11/19
505.1 Address
New and existing buildings
approved
building
approved building
position
plainly
RIGHT SIDE ELEVATION 1/4" = 1'-0" 13'-6" PL FIN. FLR. FIN. FLR.
3/4" PL
27'-0" PL
PL
1/2 12 1/2
10'-6" 2ND FLR. FIN. FLR. 9'-0" PL 21'-6" PL 19'-6" Ceil. 10'-6" 2ND FLR. FIN. FLR. 9'-0" PL 19'-6" Ceil. FIN. FLR. P U R S E R A R C H I T E C T U R A L 5 7 0 2 4 T H S T R E E T K A T Y T X 7 7 4 9 3 T E L 2
3 9 2 9 1 F A X
8
9 3 7 2 4 6 E NFO@PURSERARCH TECTURAL COM
Revisions 03/01/19 Revisions 03/11/19 Revisions 03/22/19 Revisions 03/27/19 Revisions 04/22/19 Permit Set 05/16/19
identification.
shall have
address numbers,
numbers or
identification placed in a
that is
legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Where required by the fire code official, address numbers shall be provided in additional approved locations to facilitate emergency response. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall be a minimum of 4 inches (101.6 mm) high with a minimum stroke width of 0.5 inch (12.7 mm). Where access is by means of a private road and the building cannot be viewed from the public way, a monument, pole or other sign or means shall be used to identify the structure. Address numbers shall be maintained.
21'-7
13'-6" PL FIN. FLR.
27'-10"
12
12
8 1 2 9
: 2
1 2
OF: 19 DATE OF ISSUE SHEET NUMBER: First Draft 2 7 2 9 PLAN NUMBER CONSTRUCTION PURPOSES ONLY THIS PLAN IS FOR INFORMATION NOT FOR 01/11/19 TEAM TRIDENT, LLC 23242 Kingsplace Dr. Lot 2 Katy, TX 77494 DATE: 05/16/2019
PROJ. #: D.18.012-KILC.P4.2.TRID
Revisions
Revisions
FIN. FLR.
FIN.
FIN.
03/01/19
03/11/19 Revisions 03/22/19 Revisions 03/27/19 Revisions 04/22/19 Permit Set 05/16/19 SECTION B-B 1/4" = 1'-0" SECTION D-D 1/4" = 1'-0"
11'-0" PL 16'-4 3/4" PL 13'-6" PL
FLR. 12 2 12 1/2
FLR. 21'-7 3/4" PL 10'-6" 2ND FLR. FIN. FLR. 9'-0" PL 21'-6" PL 19'-6" Ceil. FIN. FLR. 19'-6" Ceil. 26'-6" PL 12 3 12 1/2 FIN. FLR.
SECTION C-C 1/4" = 1'-0" SECTION 1/4" = FIN. FLR. 11'-0" PL 16'-4 3/4" PL 13'-6" PL FIN. FLR. 12 2 12 1/2 FIN. FLR. 21'-7 3/4" PL 10'-6" 2ND FLR. FIN. FLR. 9'-0" PL 21'-6" PL 19'-6" Ceil. FIN. FLR. 19'-6" Ceil. 26'-6" PL 12 3 12 1/2 FIN. FLR.
FIN.
FLR. P U R S E R A R C H I T E C T U R A L 5 7
T H S T R E E T K A
T E
F
TECTURAL
M OF: 19 DATE OF ISSUE SHEET
PLAN NUMBER
PURPOSES ONLY THIS PLAN IS FOR INFORMATION NOT FOR
SECTION C-C 1/4" = 1'-0" SECTION 1/4" = 1'-0" FIN. FLR. 21'-7 3/4" PL 13'-6" PL FIN. FLR. 27'-0" PL 27'-10" PL 12 1/2 12 1/2 12 2 FLR. FLR. PL PL Ceil. 10'-6" 2ND FLR.
FLR. 9'-0" PL 19'-6" Ceil. FIN.
0 2 4
T Y T X 7 7 4 9 3
L 2 8 1 2 9 3 9 2
A X : 2 8 1 2 9 3 7 2 4 6 E: NFO@PURSERARCH
CO
NUMBER: First Draft 2 7 2 9
CONSTRUCTION
01/11/19
TEAM
LLC 23242 Kingsplace Dr. Lot 2 Katy, TX 77494 DATE: 05/16/2019
SECTION B-B 1/4" = 1'-0" SECTION D-D 1/4" = 1'-0"
30 M.S. To Lights M.S. To Lights Above M.S. M.S. EXIT EXIT P U R S E R A R C H T E C T U R A L 5 0 4 H T R E A T X 7 7 T E 2 1 9 3 9 2 A X 1 9 3 7 2 N O@PU S RAR H T C URA COM OF: 19 DATE OF ISSUE SHEET NUMBER: First Draft 2 7 2 9 PLAN NUMBER CONSTRUCTION PURPOSES ONLY THIS PLAN IS FOR INFORMATION NOT FOR 01/11/19 TEAM TRIDENT, LLC 23242 Kingsplace Dr. Lot 2 Katy, TX 77494 DATE: 05/16/2019 e a d o n h w d h b m p m a h C m n a m o b n b e n h u m w d p m m n n p PROJ. #: D.18.012-KILC.P4.2.TRID KILCOMMINS GROUP DEVELOPMENT COMPANIES Revisions 03/01/19 Revisions 03/11/19 Revisions 03/22/19 Revisions 03/27/19 Revisions 04/22/19 Permit Set 05/16/19 FIRST FLOOR ELECTRICAL PLAN 1/4" = 1'-0" NOTE: Actual Electrical Layout TBD by Builder. NOTE: Exterior emergency egress lighting to have battery backup. FIRST FLOOR REFLECTED CEILING PLAN 1/4" = 1'-0" NOTE: Actual Electrical Layout TBD by Builder. DATALINE NETWORKING SWITCH (CAT. 5E) (#15) TELEVISION ANTENNA TELEPHONE OUTLET (CAT. 5E) AUDIO/VISUAL ALARM INTERNET NETWORK SWITCH (CAT. 5E) (#3) IN EVERY ROOM 110 QUAD OUTLET INTERRUPTER OUTLET 110 GROUND FAULT 110 OUTLET G.F.I. OUTLET 110 WATERPROOF WALL MOUNT LIGHT SURFACE MOUNT CEILING LIGHT RECESSED CAN LIGHT 1x4 FLUORESCENT LIGHT LAMP EXHAUST VENT THREE WAY SWITCH SINGLE POLE SWITCH EXIT EXIT SIGN Exit sign placement shall be such that no point an exit access corridor more than 100 feet (30 480 mm) the listed viewing distance for the sign, whichever less, from the nearest visible exit sign. 2-1.5W, 120V with Battery Backup 1/2 Hr. V WITH LIGHT CEILING FAN CEILING FAN SCONCE LIGHT 110 FLOOR OUTLET HF HF LARGE HANGING FIXTURE SMALL HANGING FIXTURE 2x2 FLUORESCENT LIGHT M.S. V To Lights M.S. To Lights Above M.S. M.S. EXIT EXIT P U R S E R A R C H I T E C T U R A 5 0 2 4 S R E K A T Y T X 7 7 4 9 3 T 8 1 2 9 9 1 F A 8 1 2 9 7 6 E NFO@PUR E ARCH T CTU A COM OF: 19 DATE OF ISSUE SHEET NUMBER: First Draft 2 7 2 9 PLAN NUMBER CONSTRUCTION PURPOSES ONLY THIS PLAN IS FOR INFORMATION NOT FOR 01/11/19 TEAM TRIDENT, LLC 23242 Kingsplace Dr. Lot 2 Katy, TX 77494 DATE: 05/16/2019 w g n d u h u p w p o m e p n m e m n e e o o o d o m n w h p b w m n m h u n e e n d o PROJ. #: D.18.012-KILC.P4.2.TRID KILCOMMINS GROUP DEVELOPMENT COMPANIES Revisions 03/01/19 Revisions 03/11/19 Revisions 03/22/19 Revisions 03/27/19 Revisions 04/22/19 Permit Set 05/16/19 FIRST FLOOR ELECTRICAL PLAN 1/4" 1'-0" NOTE: Actual Electrical Layout TBD by Builder. NOTE: Exterior emergency egress lighting to have battery backup. FIRST FLOOR REFLECTED CEILING PLAN 1/4" 1'-0" NOTE: Actual Electrical Layout TBD by Builder. DATALINE NETWORKING SWITCH (CAT. 5E) (#15) TELEVISION ANTENNA TELEPHONE OUTLET (CAT. 5E) AUDIO/VISUAL ALARM INTERNET NETWORK SWITCH (CAT. 5E) (#3) IN EVERY ROOM 110 QUAD OUTLET INTERRUPTER OUTLET 110 GROUND FAULT 110 OUTLET G.F.I. OUTLET 110 WATERPROOF WALL MOUNT LIGHT SURFACE MOUNT CEILING LIGHT RECESSED CAN LIGHT 1x4 FLUORESCENT LIGHT LAMP EXHAUST VENT THREE WAY SWITCH SINGLE POLE SWITCH EXIT EXIT SIGN Exit sign placement shall be such that no point an exit access corridor more than 100 feet (30 480 mm) or the listed viewing distance for the sign, whichever less, from the nearest visible exit sign. 2-1.5W, 120V with Battery Backup 1/2 Hr. WITH LIGHT CEILING FAN CEILING FAN SCONCE LIGHT 110 FLOOR OUTLET HF HF LARGE HANGING FIXTURE SMALL HANGING FIXTURE 2x2 FLUORESCENT LIGHT See engineered foundation plan for construction. This plan for information only. NOTE 1/2" Max. Stairs Framing FIRST FLOOR CEILING FRAMING PLAN 1/4" 1'-0" This plan is for information only. See engineered framing plans for construction. FOUNDATION PLAN 1/4" = 1'-0" This plan for information only. See engineered foundation plans for construction. P U R S E R A R C H T E C T U R A L 5 0 4 H R E K A T T X 7 7 4 9 T E 1 9 3 9 2 A 1 9 3 7 2 N O@PUR AR H T C A COM OF: 19 DATE OF ISSUE SHEET NUMBER: First Draft 2 7 2 9 PLAN NUMBER CONSTRUCTION PURPOSES ONLY THIS PLAN IS FOR INFORMATION NOT FOR 01/11/19 TEAM TRIDENT, LLC 23242 Kingsplace Dr. Lot 2 Katy, TX 77494 DATE: 05/16/2019 e d d p y p d w n e o h m n w m n h h w n o m n w h h p w n n d PROJ. #: D.18.012-KILC.P4.2.TRID KILCOMMINS GROUP DEVELOPMENT COMPANIES Revisions 03/01/19 Revisions 03/11/19 Revisions 03/22/19 Revisions 03/27/19 Revisions 04/22/19 Permit Set 05/16/19 12 SLOPE 12 12 12 11'-0" PLT. 13'-6" PLT. 26'-6" PLT. 27'-10" PLT. 27'-1/4" PLT. 21'-6" PLT. 16'-4 3/4" PLT. P U R S E R A R C H T E C T U R A L 7 H T E E L 2 3 2 9 A X 2 3 2 4 N O@PU S RA CH EC URA COM OF: 19 DATE OF ISSUE SHEET NUMBER: First Draft 2 7 2 9 PLAN NUMBER CONSTRUCTION PURPOSES ONLY THIS PLAN IS FOR INFORMATION NOT FOR 01/11/19 TEAM
TX
DATE:
g a e p h w o n h P u o g o e u q u h e P e o o n u p d h PROJ. #: D.18.012-KILC.P4.2.TRID KILCOMMINS GROUP DEVELOPMENT COMPANIES Revisions 03/01/19 Revisions 03/11/19 Revisions 03/22/19 Revisions 03/27/19 Revisions 04/22/19 Permit Set 05/16/19 See engineered framing plans for construction. This plan for information only. ROOF FRAMING PLAN 1/4" = 1'-0" LEGEND 1. 2x6 RAFTERS AT 16" O.C. (10'-7" MAX. UNBRACED SPAN) 2. 2x10 RIDGE BD. (min.) OR ONE SIZE LARGER THAN ADJOINING RAFTERS 3. HIP RAFTER (ONE SIZE LARGER THAN ADJOINING RAFTERS) 4. VALLEY RAFTER (ONE SIZE LARGER THAN ADJOINING RAFTERS) 5. DOUBLE BLOCKING AT CHIMNEY 6. 2x6 BRACING AT 48" O.C. W/ 2x6 PURLIN CONTINUOUS 7. CRICKET AT 4/12 SLOPE min. 8. 2x8 RAFTERS AT 16" O.C. SLOPE 12 SLOPE SLOPE SLOPE SLOPE 11'-0" PLT. 13'-6" PLT. 26'-6" PLT. 27'-10" PLT. 27'-1/4" PLT. 21'-6" PLT. 16'-4 3/4" PLT. P U R S E R A R C H T E C T U R A L 5 2 4 T S R T K A T Y T X 7 7 4 9 3 T 8 1 2 9 9 1 F A 8 1 2 9 7 6 E NFO@PUR E RCH T TU AL COM OF: 19 DATE OF ISSUE SHEET NUMBER: First Draft 2 7 2 9 PLAN NUMBER CONSTRUCTION PURPOSES ONLY THIS PLAN IS FOR INFORMATION NOT FOR 01/11/19 TEAM TRIDENT, LLC 23242 Kingsplace Dr. Lot 2 Katy, TX 77494 DATE: 05/16/2019 h d h d m e h e e w o b u p n e w o d d h w n o b h e w n u PROJ. #: D.18.012-KILC.P4.2.TRID KILCOMMINS GROUP DEVELOPMENT COMPANIES Revisions 03/01/19 Revisions 03/11/19 Revisions 03/22/19 Revisions 03/27/19 Revisions 04/22/19 Permit Set 05/16/19 See engineered framing plans for construction. This plan for information only. ROOF FRAMING PLAN 1/4" 1'-0" LEGEND 2x6 RAFTERS AT 16" O.C. (10'-7" MAX. UNBRACED SPAN) 2. 2x10 RIDGE BD. (min.) OR ONE SIZE LARGER THAN ADJOINING RAFTERS 3. HIP RAFTER (ONE SIZE LARGER THAN ADJOINING RAFTERS) 4. VALLEY RAFTER (ONE SIZE LARGER THAN ADJOINING RAFTERS) 5. DOUBLE BLOCKING AT CHIMNEY 6. 2x6 BRACING AT 48" O.C. W/ 2x6 PURLIN CONTINUOUS 7. CRICKET AT 4/12 SLOPE min. 8. 2x8 RAFTERS AT 16" O.C. See engineered foundation plan for construction. This plan is for information only. NOTE 1/2" Max. Stairs Framing FIRST FLOOR CEILING FRAMING PLAN 1/4" 1'-0" This plan for information only. See engineered framing plans for construction. FOUNDATION PLAN 1/4" 1'-0" This plan is for information only. See engineered foundation plans for construction. P U R S E R A R C H T E C T U R A L 7 2 T H R E T K A Y 4 9 3 2 8 2 9 1 F X 2 8 2 4 6 E NFO@ UR ER CH E TUR L OM OF: 19 DATE OF ISSUE SHEET NUMBER: First Draft 2 7 2 9 PLAN NUMBER CONSTRUCTION PURPOSES ONLY THIS PLAN IS FOR INFORMATION NOT FOR 01/11/19 TEAM TRIDENT, LLC 23242 Kingsplace Dr. Lot 2 Katy, TX 77494 DATE: 05/16/2019 p h n m h o e A A e d e g h p p A a n o e n b e d A p n d p o R e w d A d o e PROJ. #: D.18.012-KILC.P4.2.TRID KILCOMMINS GROUP DEVELOPMENT COMPANIES Revisions 03/01/19 Revisions 03/11/19 Revisions 03/22/19 Revisions 03/27/19 Revisions 04/22/19 Permit Set 05/16/19
TRIDENT, LLC 23242 Kingsplace Dr. Lot 2 Katy,
77494
05/16/2019
T he se d aw ngs a nd pe f ons a e c opy h e d They re nd ha ema n he so e p ope t of Pu s A r h e c u a n A h e c u e s o t h e w s e no ed he e draw n a no to be u d on o h p o e c o e n o n s h p o e c e x e p b y ag eemen w h approp a compensa on o u A r c h e u r a n c C o n r a c o r e s p o n s b e o o n r m n g a n o r e a n m e n s o n s a o b e A r h e t w n o t b e r e p o n s b e o o t u t o n me ns m tho e hn que o pro edu e or fo a e y p e a u o n s a n d o g r a m n c o n n e c o n w h h s p o ec Reprodu t on o hese d aw n s proh b ed w h o u p e r m s o m P u e r A h e c u r a n c The e d aw n s a e no v d or ons uc on pu pos w h ou nd gn tu e o m en e d a h e c
31 See engineered Foundation plan Treated 2 x Plate set in foam w/ 1/2" anchor bolts at 48" o.c. Flashing 2 x Studs at 16" o.c. 1/2" Gypboard walls Flashing Stone Veneer Sched. Window 4" R 13 Fiberglass Insulation Horizontal Wood Siding Framing as per Engineer Sched. Window Horizontal Wood Siding Horizontal Wood Siding Framing as per Engineer Standing Seam Roof over plywood sheathing. 2x blocking as required Truss as per Engineer Sched. Clg. 4" R 13 Fiberglass Insulation Framing as per Engineer Sched. Clg. 6" R 19 Fiberglass Insulation 1/2" Gypboard walls 2 x Studs at 16" o.c. Treated x 4 Plate set in foam w/ 1/2" anchor bolts at 48" o.c. Flashing See engineered Foundation plan 2 x Studs at 16" o.c. 2 Layers 1/2" Type "X" Gypboard walls 6" R 19 Fiberglass Insulation 4" R 13 Fiberglass Insulation Framing as per engineer Stone Veneer Standing Seam Roof over plywood sheathing See engineered Foundation plan Sched. Door 2 x 6 Studs at 16" o.c 4" R 13 Fiberglass Insulation Stucco Finish over Sheathing Framing as per Engineer Sched. Clg. 6" R 19 Fiberglass Insulation Framing as per Engineer Standing Seam Roof over plywood sheathing. 2x blocking as required Standing Seam Roof over plywood sheathing Sched. Window Stucco Finish over Sheathing Framing as per Engineer Sched. Clg. 6" R 19 Fiberglass Insulation 4" R 13 Fiberglass Insulation 1/2" Gyp. Board Walls 1/2" Gyp. Board Walls Stucco Finish over Sheathing Framing as per Engineer Framing as per Engineer Standing Seam Roof over plywood sheathing
Exposed
Exposed
joint compound, except where required for specific edge configuration. For tapered, rounded-edge wallboard, joints covered with joint compound or fiber tape and joint compound. As an alternate, nom 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard. Joints reinforced. 3. Wallboard, Gypsum 5/8 in. thk. wallboard paper or vinyl surfaced, with beveled, square, or tapered edges, applied either horizontally or vertically. Wallboard nailed 7 in. OC with 6d cement coated nails 1-7/8 in. long,
in. shank diameter
in. diameter
used in widths of other than 48 in.,
is to be installed horizontally. P U R S E R A R C H I T E C T U R A L 5 7 0 2 4 T H S T R E E T K A T Y T X 7 7 4 9 3 T E L 2 8 1 2 9 3 9 2 9 1 F A X 2 8 1 2 9 3 7 2 4 6 E: NFO@PURSERARCH TECTURAL
OF: 19 DATE OF ISSUE SHEET
PLAN NUMBER CONSTRUCTION PURPOSES ONLY THIS PLAN IS FOR INFORMATION NOT FOR
TEAM TRIDENT, LLC
DATE:
2x4's firestopped 1. Nailheads
or covered with joint compound. 2. Joints
or covered with fiber tape and
0.0915
and 1/4
heads. When
wallboard
COM
NUMBER: First Draft 2 7 2 9
01/11/19
23242 Kingsplace Dr. Lot 2 Katy, TX 77494
05/16/2019
PROJ. #: D.18.012-KILC.P4.2.TRID
GROUP DEVELOPMENT COMPANIES Revisions 03/01/19 Revisions 03/11/19 Revisions 03/22/19 Revisions 03/27/19 Revisions 04/22/19 Permit Set 05/16/19 SECTION AT FIRE RATED WALL 3 3/4" = 1'-0" WALL SECTION 2 3/4" = 1'-0" SECTION AT ENTRY PORCH 1 3/4" = 1'-0" UL Design No. U305 Bearing Wall Rating 1 HR. Finish Rating See Item 3 STAIR STORAGE WALLS 4 N.T.S.
KILCOMMINS
BRANDON MANOR APARTMENTS
New multifamily apartment building- Residential project This project was challenging as the site was narrow and we needed to meet the open and parking spaces required by codes. I worked on design development, landscape & site plan design as well as the construction documents phase
32
5 12x10 120 150
ILEX CORNUTA BURFORDII
SHRUBS
(DWARF BURFORD HOLLY)
BRANDON STREET
BELLFORT STREET
SECOND
SECOND
PROPOSED PARKING TREE
PROPOSED STREET PLANTINGS ACER BARBATUM
(TEXAS SUGAR MAPPLE) 200/30 6.6 (7) 7
1/8" = 1'-0" LANDSCAPE PLAN SYMBOL GALLON SIZE CALC. REQ. PROPOSED
THIRD
1-1/2"
= 1'-0" LANDSCAPE PLAN
BRANDON STREET SECOND FLOOR PLAN 3/16" 1'-0" Living: Hallways: 6,676 sq.ft. Total: 6,900 sq.ft.
CARYA ILLIOENSIS (PECAN) 150/30 5 5 FLOOR PLAN 3/16" 1'-0" Living: Hallways: 6,676 sq.ft. 224 sq.ft. Total: 6,900 sq.ft.
33
1/8"
This Wall to be 1-HR. Fire Rated, See UL Design U305 on Sheet A01.1 NOTE: The required fire-resistance rating of exterior walls with a fire separation distance of less than or equal to 10 feet shall be rated for exposure to fire on both sides FIRST FLOOR PLAN 3/16" 1'-0" Living: Hallways: 6,772 sq.ft. 208 sq.ft. Total: 6,980 sq.ft. FIRST FLOOR PLAN DATE OF ISSUE SHEET NUMBER: R.21.061.GUPT PROJECT NUMBER A C A BRANDON MANOR APARTMENTS 3726 Bellfort St. Houston, TX 77051 DATE: 10/25/2022 11/04/2021 03/01/2022 10/25/2022 OF: DATE OF ISSUE SHEET NUMBER: R.21.061.GUPT PROJECT NUMBER C BRANDON MANOR APARTMENTS 3726 Bellfort St. Houston, TX 77051 DATE: 10/25/2022 12/15/2021 05/12/2022 08/31/2022 SECOND FLOOR PLAN Hallways: sq.ft. OF: DATE OF ISSUE SHEET NUMBER: R.21.061.GUPT PROJECT NUMBER X PURSER ARCHITECTURAL BRANDON MANOR APARTMENTS 3726 Bellfort St. Houston, TX 77051 DATE: 10/25/2022 agreement with appropriate compensation Purser confirming and correlating dimensions site. without seal and signature from licensed architect. 11/11/2021 03/10/2022 THIRD FLOOR PLAN Door Schedule, A11.0
SYMBOL CALIPER SIZE CALC. REQ. PROPOSED FLOOR PLAN Living: Hallways: 6,676 sq.ft. 224 sq.ft. Total: 6,900 sq.ft.
SYMBOL CALC. REQ. PROPOSED FLOOR PLAN 3/16" 1'-0" Living: Hallways: 6,676 sq.ft. 224 sq.ft. Total: 6,900 sq.ft.
1-1/2" 39/10 3.9 (4) 4 Design U305 Sheet A01.1 SECOND FLOOR PLAN Hallways: 224 sq.ft. 6,900 sq.ft.
RIGHT
Bellfort
Revisions 11/04/2021 Revisions 11/11/2021 Revisions 12/15/2021 Revisions 02/04/2022 Revisions 01/13/2022 CD's 03/01/2022 Revisions 03/10/2022 Revisions 05/12/2022 Revisions 08/11/2022 Permit Set 08/31/2022 COH Revisions 10/25/2022
h d w n e a o e y g d h h p P A h o T w g a o o b e n o o o p e p e m n w p p e m e n o P a o e g d b b m n m od hn q d o e u o p m n e n w h c d w p d h A d p h e d m e e h e
10/25/2022
RIGHT
34 32'-0" PL 10'-0" Ceil. 22'-0" 3rd Flr. 10'-0" Ceil. 22'-0" 3rd Flr. Brick, Typ. Brick, Typ. Brick, Typ. Brick, Typ. Siding, Typ. Siding, Typ. Siding, Typ. Siding, Typ. Siding, Typ. Siding, Typ. Steel Staircase Comp. Roof, Typ. Comp. Roof, Typ. Comp. Roof, Typ. Steel Tube Steel Staircase Steel Tube Vertical enclosure 10'-0" Ceil. 11'-0" 2nd Flr. 10'-0" Ceil. 10'-0" Ceil. 11'-0" 2nd Flr. 10'-0" Ceil. 12 Siding, Typ. Siding, Typ. Steel Staircase Brick, Typ. Brick, Typ. Brick, Typ. Siding, Typ. Siding, Typ. Comp. Roof, Typ. Comp. Roof, Typ. Vertical 36'-6" PL 12 Siding, Typ. ELEVATIONS Provide steel lintels at all openings brick above All roof slopes be 8:12 unless otherwise noted Overhang to be 24" from frame Brick and siding unless otherwise noted 3/16" 1'-0" FRONT ELEVATION 3/16" 1'-0" OF: 03 DATE OF ISSUE SHEET NUMBER: First Draft R.21.061.GUPT PROJECT NUMBER NA AS TESTA O TEX L G. P S D UR E 09/17/2021 P U R S E R A R C H T E C T U R A L 5 0 4 H T E T A 9 3 T E L 2 9 1 A X 3 4 6 N O@PU S RA CH E UR OM BRANDON MANOR APARTMENTS 3726 Bellfort St. Houston, TX 77051 DATE: 10/25/2022 a n p h P w m m u e h a e b w b e n h q u a n o d n h d d p P w o o n o Revisions 11/04/2021 Revisions 11/11/2021 Revisions 12/15/2021 Revisions 02/04/2022 Revisions 01/13/2022 CD's 03/01/2022 Revisions 03/10/2022 Revisions 05/12/2022 Revisions 08/11/2022 Permit Set 08/31/2022 COH Revisions 10/25/2022
SIDE ELEVATION 3/16"
Composition Roof 10'-0" Ceil. Brick, Typ. Brick, Typ. Brick, Typ. Brick, Typ. Siding, Typ. Siding, Typ. Siding, Typ. Siding, Typ. Siding, Typ. Steel Tube Steel Tube 10'-0" Ceil. 11'-0" 2nd Flr. 10'-0" Ceil. 22'-0" 3rd Flr. 10'-0" Ceil. 11'-0" 2nd Flr. 10'-0" Ceil. 22'-0" 3rd Flr. Siding, Typ. Siding, Typ. Steel Staircase Brick, Typ. Brick, Typ. Brick, Typ. Siding, Typ. Siding, Typ. Comp. Roof, Typ. Comp. Roof, Typ. Vertical Steel Tube 36'-6" PL 12 Siding, Typ. FRONT ELEVATION 3/16" 1'-0" RIGHT SIDE ELEVATION 3/16" 1'-0" 32'-0" PL 10'-0" Ceil. 22'-0" 3rd Flr. 12 32'-0" PL 10'-0" Ceil. 22'-0" 3rd Flr. 32'-0" PL 10'-0" Ceil. 22'-0" 3rd Flr. 32'-0" PL 10'-0" Ceil. 22'-0" 3rd Flr. SECTION A-A 3/16" 1'-0" DATE OF ISSUE First Draft NA AS TESTA O TEX L G. P S D UR E 09/17/2021 P U R S E R A R C H T E C T U R A L 5 0 4 H T E T A 9 3 T E L 2 9 1 A X 3 4 6 N O@PU S RA CH E UR OM BRANDON MANOR APARTMENTS 3726 Bellfort St. Houston, TX 77051 p h P w m m u e h m n a e b w b e n h q u a n o d h d d Revisions 11/04/2021 Revisions 11/11/2021 Revisions 12/15/2021 Revisions 02/04/2022 Revisions 01/13/2022 CD's 03/01/2022 Revisions 03/10/2022 Revisions 05/12/2022 Revisions 08/11/2022 Permit Set 08/31/2022 COH Revisions 10/25/2022 FIN. FLR. 10'-0" Ceil. 11'-0" 2nd Flr. 10'-0" Ceil. 12 12 FIN. FLR. 10'-0" Ceil. 11'-0" 2nd Flr. 10'-0" Ceil. 12 12 FIN. FLR. 10'-0" Ceil. 11'-0" 2nd Flr. 10'-0" Ceil. SECTION A-A 3/16" 1'-0" SECTION B-B 3/16" 1'-0" 10'-0" Ceil. 11'-0" 2nd Flr. 32'-0" PL 10'-0" Ceil. 22'-0" 3rd Flr. 10'-0" Ceil. 11'-0" 2nd 32'-0" 10'-0" Ceil. 22'-0" 3rd 12 Siding, Typ. Siding, Typ. Steel Staircase Brick, Typ. Brick, Typ. Brick, Typ. Siding, Typ. Siding, Typ. Comp. Roof, Typ. Comp. Roof, Typ. Staircase Vertical Steel Tube Staircase 36'-6" PL Siding, Typ. FRONT ELEVATION 3/16" = 1'-0"
1'-0"
SIDE
3/16" = 1'-0" FIN. FLR. 11'-0" 2nd Flr. 10'-0" Ceil. FIN. FLR. 11'-0" 2nd Flr. 10'-0" Ceil. Brick, Typ. Brick, Typ. Brick, Typ. Brick, Typ. 12 12 Siding, Typ. Siding, Typ. Siding, Typ. Siding, Typ. Siding, Typ. Siding, Typ. Steel Staircase Steel Staircase Comp. Roof, Typ. Comp. Roof, Typ. Comp. Roof, Typ. Vertical Steel Tube enclosure Steel Staircase Vertical Steel Tube enclosure Vertical enclosure Siding, Typ. FIN. FLR. 11'-0" 2nd Flr. 10'-0" Ceil. FIN. FLR. 11'-0" 2nd Flr. 10'-0" Ceil. 12 Siding, Typ. Siding, Typ. Steel Staircase Brick, Typ. Brick, Typ. Brick, Typ. Siding, Typ. Siding, Typ. Comp. Roof, Typ. Comp. Roof, Typ. Steel Staircase Vertical Steel Tube enclosure Steel Staircase 12 Siding, Typ. ELEVATIONS Provide steel lintels at all openings w/ brick above All roof slopes be 8:12 unless otherwise noted Overhang to be 24" from frame Brick and siding unless otherwise noted 3/16" 1'-0" FRONT ELEVATION 3/16" = 1'-0" OF: 03 DATE OF ISSUE SHEET NUMBER: First Draft R.21.061.GUPT PROJECT NUMBER ONA AS D TESTA OF TEX L G. P S D UR E R 8 89 09/17/2021 P U R S E R A R C H T E C T U R A L 5 7 0 2 4 H S T R E E T K A T T X 7 7 4 3 T E 8 1 2 9 9 2 9 1 F A X 8 1 2 9 7 4 6 E N O@PUR RARCH TE TURAL COM BRANDON MANOR APARTMENTS 3726
ELEVATION
St. Houston, TX 77051 DATE:
RIGHT SIDE ELEVATION 3/16" = 1'-0" Composition Roof FIN. FLR. 10'-0" Ceil. 11'-0" 2nd Flr. 32'-0" PL 22'-0" 3rd Flr. 12 12 FIN. FLR. 10'-0" Ceil. 11'-0" 2nd Flr. 32'-0" PL 22'-0" 3rd Flr. 32'-0" PL 10'-0" Ceil. 22'-0" 3rd Flr. 12 32'-0" PL 10'-0" Ceil. 22'-0" 3rd Flr. SECTION A-A 3/16" 1'-0" DATE OF ISSUE First Draft ONA AS D TESTA OF TEX L G. P S D UR E R 8 89 09/17/2021 P U R S E R A R C H T E C T U R A L 5 7 0 2 4 H S T R E E T K A T T X 7 7 4 3 T E 8 1 2 9 9 2 9 1 F A X 8 1 2 9 7 4 6 E N O@PUR RARCH TE TURAL COM BRANDON MANOR APARTMENTS 3726 Bellfort St. Houston, TX 77051 h d n e a o e y g d h ma n h p P u n A h e u o e w o T w g a o o b e n o Revisions 11/04/2021 Revisions 11/11/2021 Revisions 12/15/2021 Revisions 02/04/2022 Revisions 01/13/2022 CD's 03/01/2022 Revisions 03/10/2022 Revisions 05/12/2022 Revisions 08/11/2022 Permit Set 08/31/2022 COH Revisions 10/25/2022 FIN. FLR. 11'-0" 2nd Flr. 10'-0" Ceil. FIN. FLR. 10'-0" Ceil. 32'-0" PL 10'-0" Ceil. 22'-0" 3rd Flr. FIN. FLR. 10'-0" Ceil. 32'-0" 10'-0" Ceil. 22'-0" 3rd SECTION A-A 3/16" 1'-0" SECTION B-B 3/16" 1'-0"
Revisions 10/25/2022
35
OF ISSUE
PROJECT NUMBER A TA EX UR E AR H C UR BRANDON
St.
TX 77051 DATE:
Revisions 11/11/2021 Revisions 12/15/2021
Revisions
FIRST FLOOR ELECTRICAL PLAN LEGEND DATALINE NETWORKING SWITCH (CAT. 5E) (#15) INTERNET NETWORK SWITCH (CAT. 5E) (#3) 110 QUAD OUTLET Exit sign placement shall such that point an exit access corridor more than 100 feet 480 mm) or the listed viewing distance for the sign, whichever less, from the nearest visible exit sign. WITH LIGHT CEILING FAN 220 RECEPTACLE, DEDICATED CIRC. OF: 03 DATE OF ISSUE SHEET NUMBER: R.21.061.GUPT PROJECT NUMBER N S TE S P D E PU S R R CH A @ BRANDON MANOR APARTMENTS 3726 Bellfort St. Houston, TX 77051 DATE: 10/25/2022 Revisions 11/11/2021 Revisions 12/15/2021 03/01/2022 Revisions 03/10/2022 05/12/2022 10/25/2022 FIRST FLOOR REFLECTED CEILING PLAN 3/16" 1'-0" LEGEND TELEVISION ANTENNA WALL MOUNT LIGHT RECESSED CAN LIGHT THREE WAY SWITCH EXIT SIGN 2-1.5W, 120V with Battery Backup 110 FLOOR OUTLET LARGE HANGING FIXTURE SMALL HANGING FIXTURE 2x2 FLUORESCENT LIGHT CARBON MONOXIDE DETECTOR OF: 03 DATE OF ISSUE SHEET NUMBER: R.21.061.GUPT PROJECT NUMBER A TA EX 09/17/2021 UR E AR H C UR O U BRANDON MANOR APARTMENTS 3726 Bellfort St. Houston, TX 77051 DATE: 10/25/2022 Revisions 11/04/2021 11/11/2021 02/04/2022 CD's 03/01/2022 03/10/2022 08/31/2022 COH Revisions 10/25/2022 FIRST FLOOR CEILING FRAMING PLAN This plan for information only. See engineered framing plans OF: 03 DATE OF ISSUE SHEET NUMBER: R.21.061.GUPT PROJECT NUMBER N S TE S P D E 09/17/2021 PU S R R CH A @ O BRANDON MANOR APARTMENTS 3726 Bellfort St. Houston, TX 77051 DATE: 10/25/2022 Revisions 11/04/2021 11/11/2021 02/04/2022 CD's 03/01/2022 03/10/2022 08/31/2022 COH
See engineered framing plans construction. This plan information only. ROOF FRAMING PLAN LEGEND 2x6 RAFTERS AT 16" O.C. (10'-7" MAX. UNBRACED HIP RAFTER (ONE SIZE LARGER THAN ADJOINING RAFTERS) 2x6 BRACING AT 48" O.C. 2x6 PURLIN CONTINUOUS Overhang be 24" from frame. All roof slopes 8:12 unless otherwise noted. OF: 03 SHEET
PROJECT NUMBER ONA AS D TESTA OF TEX L G. P S D UR E R 8 8
h e d w n e h n m n h p e h b x n n h p e x p e m w p p a c m o e e C n p n m o m n a p h y e u a p m n h h o e e d n o e w p d w m o m A c n h w o o o u e d g h Revisions 11/04/2021 Revisions 11/11/2021 Revisions 12/15/2021 Revisions 02/04/2022 Revisions 01/13/2022 CD's 03/01/2022 Revisions 03/10/2022 Revisions 05/12/2022 Revisions 08/11/2022 Permit Set 08/31/2022 COH Revisions 10/25/2022 FIRST FLOOR ELECTRICAL PLAN 3/16" 1'-0" LEGEND DATALINE NETWORKING SWITCH (CAT. 5E) (#15) TELEVISION ANTENNA TELEPHONE OUTLET (CAT. 5E) AUDIO/VISUAL ALARM INTERNET NETWORK SWITCH (CAT. 5E) (#3) IN EVERY ROOM 110 QUAD OUTLET INTERRUPTER OUTLET 110 GROUND FAULT 110 OUTLET G.F.I. OUTLET 110 WATERPROOF WALL MOUNT LIGHT SURFACE MOUNT CEILING LIGHT RECESSED CAN LIGHT 2x4 FLUORESCENT LIGHT EXHAUST VENT THREE WAY SWITCH SINGLE POLE SWITCH EXIT EXIT SIGN Exit sign placement shall be such that no point an exit access corridor is more than 100 feet (30 480 mm) or the listed viewing distance for the sign, whichever less, from the nearest visible exit sign. 2-1.5W, 120V with Battery Backup 1/2 Hr. WITH LIGHT CEILING FAN CEILING FAN SCONCE LIGHT 110 FLOOR OUTLET HF HF LARGE HANGING FIXTURE SMALL HANGING FIXTURE 2x2 FLUORESCENT LIGHT 220 RECEPTACLE, DEDICATED CIRC. OF: 03 DATE OF ISSUE SHEET NUMBER: First Draft R.21.061.GUPT PROJECT NUMBER ONA AS TESTA O TEX L G. P S D UR E R 8 9 09/17/2021 P U R S E R A R C H T E C T U R A L 7 0 2 4 T H T R A Y X 7 7 4 9 T E L 2 1 2 3 2 9 A X 2 8 2 3 2 4 NFO@PU SERAR H ECTURA COM BRANDON MANOR APARTMENTS 3726 Bellfort St. Houston, TX 77051 DATE: 10/25/2022 T w d n h T y e a a m o u A h e a n h w d h d d h p b a m w h a o m n u A h u e m d e a n me n A h w o b o c o h p p R o o h a h b e w o m om h T e d a g e n v u n p o d Revisions 11/04/2021 Revisions 11/11/2021 Revisions 12/15/2021 Revisions 02/04/2022 Revisions 01/13/2022 CD's 03/01/2022 Revisions 03/10/2022 Revisions 05/12/2022 Revisions 08/11/2022 Permit Set 08/31/2022 COH Revisions 10/25/2022 FIRST FLOOR CEILING FRAMING PLAN 3/16" 1'-0" This plan for information only. See engineered framing plans for construction. To Lights co co co FIRST FLOOR REFLECTED CEILING PLAN 3/16" 1'-0" LEGEND DATALINE NETWORKING TELEVISION ANTENNA TELEPHONE OUTLET (CAT. AUDIO/VISUAL ALARM INTERNET NETWORK SWITCH IN EVERY ROOM 110 QUAD OUTLET INTERRUPTER OUTLET 110 GROUND FAULT 110 OUTLET G.F.I. OUTLET 110 WATERPROOF 110 FLOOR OUTLET 220 RECEPTACLE, DEDICATED SLOPE SLOPE 8:12 SLOPE 8:12 SLOPE 8:12 SLOPE 8:12 SLOPE 32'-0" PLT. 32'-0" PLT. 32'-0" PLT. 32'-0" PLT. 32'-0" PLT. 32'-0" PLT. 8:12 SLOPE OF: 03 DATE OF ISSUE SHEET NUMBER: First Draft R.21.061.GUPT PROJECT NUMBER ONA AS TESTA OF TEX L G. P S D UR E R 8 8 09/17/2021 P U R S E R A R C H I T E C T U R A L 4 T H S T R E E T K A Y T X 7 9 E 2 1 9 3 9 2 9 1 F A X 2 1 9 3 7 2 6 E NFO@PURSE CH TEC URA COM BRANDON MANOR APARTMENTS 3726 Bellfort St. Houston, TX 77051 DATE: 10/25/2022 p p e n em o A n e w d aw n e n n h o g p p A h C p o m g a n m n n o A e b p n o m a m h c e o e o a n d m o n w h R h g h b P A o a c n p w o n m c Revisions 11/04/2021 Revisions 11/11/2021 Revisions 12/15/2021 Revisions 02/04/2022 Revisions 01/13/2022 CD's 03/01/2022 Revisions 03/10/2022 Revisions 05/12/2022 Revisions 08/11/2022 Permit Set 08/31/2022 COH Revisions 10/25/2022 See engineered framing plans for construction. This plan is for information only. ROOF FRAMING PLAN 3/16" 1'-0" LEGEND 1. 2x6 RAFTERS AT 16" O.C. (10'-7" MAX. UNBRACED SPAN) 2. 2x10 RIDGE BD. (min.) OR ONE SIZE LARGER THAN ADJOINING RAFTERS 3. HIP RAFTER (ONE SIZE LARGER THAN ADJOINING RAFTERS) 4. VALLEY RAFTER (ONE SIZE LARGER THAN ADJOINING RAFTERS) 5. DOUBLE BLOCKING AT CHIMNEY 6. 2x6 BRACING AT 48" O.C. W/ 2x6 PURLIN CONTINUOUS 7. CRICKET AT 4/12 SLOPE min. 8. 2x8 RAFTERS AT 16" O.C. Overhang to be 24" from frame. All roof slopes to be 8:12 unless otherwise noted.
OF: 03 DATE
SHEET NUMBER: R.21.061.GUPT
MANOR APARTMENTS 3726 Bellfort
Houston,
10/25/2022
03/01/2022
03/10/2022 05/12/2022 10/25/2022
NUMBER: R.21.061.GUPT
DATE: 10/25/2022
Revisions 11/04/2021
Revisions 11/11/2021
Revisions 11/04/2021
Revisions 12/15/2021
Revisions 11/11/2021
Revisions 12/15/2021
Revisions 02/04/2022 Revisions 01/13/2022
Revisions 02/04/2022 Revisions 01/13/2022
CD's 03/01/2022
Revisions 03/10/2022
CD's 03/01/2022
Revisions 05/12/2022
Revisions 03/10/2022
Revisions 08/11/2022
Revisions 05/12/2022
Permit Set 08/31/2022
Revisions 08/11/2022
COH Revisions 10/25/2022
Permit Set 08/31/2022
COH Revisions 10/25/2022
BRANDON MANOR APARTMENTS
ONA AS D TESTA O F TEX
Th e d aw ng a nd pec a on a c op r h d Th y and ha ema n he o e p pe y o r e A h e c u n c e u n e s o h e w e no ed he d aw s r no t e u d on o he p o c o t e n h s p o e c c e p b y a r emen w h a ro r c mpen a on o ur e A h t t u a n c C o n a o s e s p o n f o m n g n d c o a d m e n o n s o b e A h c w n o b e e s p o n b e o o n s c o n m an me ho s ec n q e o p o edu e o o a t p e c o n a n d p o g a m c o n n e t o w t h p o Re o uc on o e d aw ng p oh b t d w h o u p e m s o n o m P u s A c h e u a n Th s d aw n s no a d o on r c o pu po e w h o ea d s na u o m c en ed t
R.21.061.GUPT PROJECT NUMBER
L G. P S D UR E R 8689 DATE: 10/25/2022
SHEET NUMBER:
OF: 03
Th se aw ng a nd pe a on a e c gh ed T y r and sh em n he o p ope y o u e A c h e c u a n A t u n e s o h e w e n e The e d aw g a no be u ed on o he p o e c s o o n s o h o e c e x c b y eeme t w h a p pr a e mpen a on o Pu se A h a n c C o n r o s e p n b e o n m n n d c o a n g d m e n o n t e A c h e c w n o b e e b e o c o n u c o n mea s me h ds e hn ue o pr ce u e o o f y p e u a n d p o g a m n c o n n w h p o c R r duc o o he e d aw ng p oh d w t h p m s f o m P u r A c e a T e e d aw n s a e n t va d o on uc pu po e w t t ea nd gna u e r m c e ed r h c
hes dr w n a spe c on a e opy gh ed hey a e a s a em n h so e p ope y Pu s r A c h e t u a n A h e c u n h w s e no d Th e d aw ng a e no o be u ed o ot r o e o e x e n s o n o p r o e e x p b y g eem n w h pp op a e omp s Pu s r A c h e c u r n C o n c o e p o n b e o r o n r m a n d r e a n g d m s o n a o b s e A c h e w n o t b e p o n s b o c o n t u o n me ns me od e hn que o p oc du e o r s e y r e a u o n s r o a m n c o n w h h s r e ep odu t on o he e w n s s o b ed w h o u e m s o n ro m u r e Ar h c u r n c he e d w g a e o v d r co u on p r os s w h ou se a nd gn u e o m n s a h ec
DATE: 10/25/2022
he e d aw s nd c The a e nd ha r ma n t e A h t u r A c h e no ed s r w n a e p e t e e n o n o ag e men w app op a e A e u C o n t a c o n m n g a n o e n A e w n o b e p o me n m hod ch qu s o p c a u o n n d p m s p o e Rep odu on o h s w h o u p e m s o n m P u The e d aw ng a no a w h ou a a n g e
Revisions
Revisions
Revisions
CD's
Revisions
Revisions
Revisions
Permit
10 TREAD / RISER 1-1/2" 1'-0" TYPICAL BRICK SILL DETAIL 1-1/2" 1'-0" TYPICAL BRICK HEAD DETAIL 1-1/2" 1'-0" TYPICAL SIDING SILL DETAIL 1-1/2" = 1'-0" TYPICAL SIDING HEAD DETAIL 1-1/2" = 1'-0" TYPICAL PARAPET WALL DETAIL 1-1/2" = 1'-0" OF: 03 DATE OF ISSUE SHEET NUMBER: First Draft R.21.061.GUPT PROJECT NUMBER ONA
P U R S E R A R C H I T E C T U R A L 5 7 0 2 4 T H S T R E E T K A T Y T X 7 7 4 9 3 T E L 2 8 1 2 9 3 9 2 9 1 F A X : 2 8 1 2 9 3 7 2 4 6 E NFO@PURSERARCH TECTURAL COM BRANDON
3726
11/11/2021
12/15/2021
02/04/2022 Revisions 01/13/2022
03/01/2022
03/10/2022
05/12/2022
08/11/2022
Set 08/31/2022 COH Revisions 10/25/2022
AS D TESTA O F TEX L G. P S D UR E R 8689 09/17/2021
MANOR APARTMENTS
Bellfort St. Houston, TX 77051
11 GUARDRAIL 1-1/2" 1'-0" 10 TREAD / RISER 1-1/2" 1'-0" TYPICAL BRICK SILL DETAIL 1-1/2" 1'-0" TYPICAL BRICK HEAD DETAIL 1-1/2" 1'-0" TYPICAL SIDING SILL DETAIL 1-1/2" 1'-0" TYPICAL SIDING HEAD DETAIL 1-1/2" 1'-0" TYPICAL PARAPET WALL DETAIL 1-1/2" = 1'-0" CODED NOTES 1-1/2" ∅ Railing, typ Column Prefab W.I. Stair Face of Building 1-1/2" ∅ Railing, typ Face of Building 1-1/2" ∅ Railing, typ 03 - STAIR SECTION 1/2" = 1'-0" 02 - EXT. STAIR PLAN 1/2" = 1'-0" 01 - EXT. STAIR PLAN 1/2" = 1'-0" 1-1/2" ∅ Railing, typ Column Prefab W.I. Stair Face of Building 1-1/2" ∅ Railing, typ Face of Building 1-1/2" ∅ Railing, typ DATE OF SHEET NUMBER: First Draft R.21.061.GUPT PROJECT
ONA D TE
O F L G. D 8689 P U R S E R A R C H 5 7 0 2 4 T H K A T Y T X T E L : 2 8 1 F A X 2 8 1 E NFO@PURSERARC
NUMBER
STA
3726 Bellfort
TX DATE: 10/25/2022
Revisions Revisions Revisions Revisions Revisions CD's Revisions Revisions Revisions Permit Set COH Revisions 03 - STAIR SECTION 1/2" = 1'-0" 02 - EXT. STAIR PLAN 1/2" = 1'-0" 01 - EXT. STAIR PLAN 1/2" = 1'-0" OF: 03 DATE OF ISSUE SHEET NUMBER: First Draft R.21.061.GUPT PROJECT NUMBER ONA AS D TESTA OF TEX L G. S D UR E R 8 9 09/17/2021 P U R S E R A R C H T E C T U R A L 5 7 2 T H S R T K A T Y T X 7 7 4 9 3 8 1 2 9 9 1 F A 2 8 2 9 7 6 E NFO@ UR ER RCH E TU L COM BRANDON MANOR APARTMENTS 3726 Bellfort St. Houston, TX 77051 DATE: 10/25/2022 h w n h d A e o e b u e w a e m o A b d A w d p m n o n w h p b h A h w a u h Revisions 11/04/2021 Revisions 11/11/2021 Revisions 12/15/2021 Revisions 02/04/2022 Revisions 01/13/2022 CD's 03/01/2022 Revisions 03/10/2022 Revisions 05/12/2022 Revisions 08/11/2022 Permit Set 08/31/2022 COH Revisions 10/25/2022 DETAIL DETAIL TYPICAL PARAPET WALL DETAIL 1-1/2" 1'-0" CODED NOTES OF: 03 DATE OF ISSUE
First Draft
L
P U R S E R A R C H I T E C T U R A L 5
2 4 T H S T R E E T K A T Y T X 7 7 4 9 3 T E L 2 8 1 2 9 3 9 2 9 1 F A X 2 8 1 2 9 3 7 2 4 6 E NFO@PURSERARCH TECTURA COM BRANDON
Houston,
T
SHEET NUMBER:
R.21.061.GUPT PROJECT NUMBER ONA AS D TESTA O F TEX
G. P S D UR E R 8689 09/17/2021
7 0
MANOR APARTMENTS 3726 Bellfort St. Houston, TX 77051 DATE: 10/25/2022
11 GUARDRAIL 1-1/2" = 1'-0" 10 TREAD / RISER 1-1/2" = 1'-0" TYPICAL BRICK SILL DETAIL 1-1/2" = 1'-0" TYPICAL BRICK HEAD DETAIL 1-1/2" = 1'-0" TYPICAL SIDING SILL DETAIL 1-1/2" = 1'-0" TYPICAL SIDING HEAD DETAIL 1-1/2" = 1'-0" TYPICAL PARAPET WALL DETAIL 1-1/2" = 1'-0" CODED NOTES 37
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