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Design & Consulting - Houston · PDF file9 99.79 C3 EC1 13 100.08 C3 EC1 SITE PLAN A0.1 Tel.: (818) 451-6681 I.L.A. Interior & Exterior Planning Design & Consulting ila PERMIT SET

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Page 1: Design & Consulting - Houston · PDF file9 99.79 C3 EC1 13 100.08 C3 EC1 SITE PLAN A0.1 Tel.: (818) 451-6681 I.L.A. Interior & Exterior Planning Design & Consulting ila PERMIT SET
Page 2: Design & Consulting - Houston · PDF file9 99.79 C3 EC1 13 100.08 C3 EC1 SITE PLAN A0.1 Tel.: (818) 451-6681 I.L.A. Interior & Exterior Planning Design & Consulting ila PERMIT SET
Page 3: Design & Consulting - Houston · PDF file9 99.79 C3 EC1 13 100.08 C3 EC1 SITE PLAN A0.1 Tel.: (818) 451-6681 I.L.A. Interior & Exterior Planning Design & Consulting ila PERMIT SET

9

99.79

C3 EC1

13

100.08

C3 EC1

SITE PLAN

A0.1

Tel.: (818) 451-6681

I.L.A. Interior & Exterior PlanningDesign & Consulting

ilaPERMIT SET FOR HOUSE ON

1022 PEDDIE STREET

HOUSTON, TX. 77009

THE SITE

N

EW

S

HOUSE INTERIOR REMODELING AND REBUILD SECTION

REBUILD HOUSE

SECTION AND

REMODELING

AT

1022 PEDDIE STREET

HOUSTON, TX. 77009

THE CITY OF HOUSTON

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20.3'
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20.3'
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ONE STORY FRAME
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23.3'
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2.0'
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16.7'
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1.3'
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5.0'
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1.3'
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5.4'
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14.2'
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5.8'
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12.4'
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14.2'
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2.0'
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7.5'
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2.0'
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23.0'
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28.5'
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AC
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METER
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GAS
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WOOD DECK
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ONE STORY FRAME
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WEST 50.00'
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NORTH 100.00'
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SOUTH 100.00'
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EAST 50.00'
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0.7' ON
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0.2' OFF
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0.2' ON
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LP
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PEDDIE STREET
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(PEDDIE AVENUE PER PLAT)
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50' R.O.W.
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3.4'
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15.2'
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18.9'
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LOT
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6
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LOT
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WOOD DECK
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0.1' OFF
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CM
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CM
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(BASIS OF BEARINGS)
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LOT
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15
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0.1' ON
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REBUILD EXISTING
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STRUCTURE
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#
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1022 PEDDIE STREET R3.DWG
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ISAAC
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####
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10.20.2016
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1'-0"= "18"
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SHEET TITLE
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COPYRIGHT:
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PROJECT NO:
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CAD DWG FILE:
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DRAWN BY:
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CHK'D BY:
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DESCRIPTION
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DATE
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MARK
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CONSULTANTS
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SCALE:
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DATE:
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DESIGN & CONSTRUCTION
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50 BRIAR HOLLOW LANE, SUITE #210 EAST
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HOUSTON TX, 77027
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THE CONTRACTOR IS TO VERIFY ALL DIMENSIONS ON SITE BEFORE BUILDING AND REPORT ANY ERROR, OMISSIONS, OR DISCREPANCIES TO THE ARCHITECT. DRAWINGS ARE INSTRUMENTS OF SERVICE AND REMAIN THE PROPERTY OF THE ARCHITECT. COPYRIGHT OF THE DRAWINGS AND THE WORK EXECUTED THEREFORE ARE RESERVED BY THE ARCHITECT. DRAWINGS ARE NOT TO BE SCALED. DRAWINGS ARE NOT FOR CONSTRUCTION UNLESS SIGNED BY THE ARCHITECT.
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N.T.S.
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SITE MAP
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PROJECT TEAM
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OWNER:
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DESIGNER:
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%%UARCHITECTURAL:%%U
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(818) 451-6681
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HOUSTON, TX. 77027
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50 BRIAR HOLLOW LANE SUITE 210 E
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ISAAC LEVY
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TITLE SHEET
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A0.1
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NOTE: if conflict with notes on plans, most restrictive
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requirements would govern.
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2x4 light framing to be stud grade.
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joist and rafters to be No.2 D.F.(Doug Fir).-larch.
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Beams, stringersand headers to be No.1 D.F. -larch.
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Posts and timbers be No.1 D.F.-larch.
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Unless otherwise specified, timber shall be Doug Fir and
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shall conform to W.C.L.I.B.
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Standard Grading and Dressing, Rules.
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1 ALL STRUCTURAL: beam/beam beam/column and
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column/foundation must be positively
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connected with Simpson or equivalent
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connectors regardless of lack of connection
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detailing on plans. Standard connections u.o.n.
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Simpson or equivalent: beam/column "CC"
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beam/beam-"HUFT", column/pad footing-"CB".
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2 Combination florescent light/vent fan,
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capable of 5 air changes/hour, at new
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interior bathrooms, or add where exterior
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bathroom window is removed.
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39 Floor sheating: }" T&G cdx structural 1 plywood or
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APA rated O.S.B.; B.N.: 10d @6" o.c., EN: 10d @6" o.c., and
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FN. 10d @10" o.c. Use ring shank nails and glue plywood
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to framing according to manufacturers specification.
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40 Provide double floor joist under all parallel partitions,
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solid block joist under walls and bearing points.
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41 Floor joist framing from opposite side of beam, girder
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or partition shall be lapped at least 3" or the opposing
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joist shall be tied together in an approved manner.
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42
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Provide 5/8" anchor bolts embedded 7" into concrete
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or masonry @6" o.c. min. 2 bolts per plate, one bolt
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within 12" of plate end and comers. NOTE: Bolts shall
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extend 5" into footing on two (2) pour system (extra
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long bolts). use 3/16"
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thk. x 2' sq. plate washers.
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43 Provide reinforcing steel in slab.
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44 Min. depth of footing below natural grade and width of
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footing. 12"x12" supporting one story structure; and min.
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15" wide x18" deep for two story footing, u.o.n..
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45 Use type V cement for high sulfate soils 2500 p.s.i., u.o.n.
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46 Footing should be examined by the Building Inspector
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prior to concrete pour. All special bolting and shear
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hardware to be tied in place.
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47 Provide stucco base screed.
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48 Foundation support wood shall extend at least 6" above
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the adjacent finished grade paving or sidewalk.
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49 Footing shall be provided under all bearing walls.
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50 Plywood shear wall sheating: \" cdx structural 1
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plywood or APA rated B.N.: 8d @6" o.c., EN: 8d @6" o.c.,
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and FN. 8d @12" o.c. u.o.n. on framing plan.
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51 All second floor shear walls shall properly be attached to
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the roof diaphragm.
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52 All glazing shall be dual glazed unless otherwise
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recommended by certified energy report.
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53 Provide R-13 in the exterior walls, R-19 in wood floors
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over non living areas, provide R-30 in the roof or calling
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unless otherwise recommended be certified energy report.
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54 Dryer vent shall be 4" smooth round metal, max.
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length of 14" with 90° bends. Any deviation shall be
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engineered an approved by Mechanical unit.
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55 All epoxy installations require special inspection, u.o.n.
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56 Provide at least one window or exterior door approved
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for emergency egress or rescue for every room used for
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sleeping purposes and at basements. This window or
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opening must have a clear net open able dimension of
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24" high and 20" wide AND total 5.7 sq. ft.. The max.
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finished sill height is 44" above floor.
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57 Fluorescent lights rated at not less than 40 lumens/watt
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for general lighting in kitchens and bathrooms.
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58 HEATING SYSTEM IN ATTIC. attic access min. 30"x30" not
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over 20' from equipment. Unobstructed passage 24" wide
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with solid continuous flooring from access to
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equipment/control panel. A level, unobstructed work
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platform min. 30" in front of equipment with 30"
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headroom. Light over equipment with switch at access.
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Air supply opening of 2 sq.in./1,000 BTU for blower
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types and 7 sq.in./1,000 BTU for gravity feed type.
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59 NOTE: "Required swimming pool/spa fencing must be
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maintained during construction or the pool/spa shall be
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emptied". (IF APPLICABLE)
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60 Radiant barrier required in climate zones 2,4,8-15.
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Required this submitting. YES------, NO------
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61 The discharge of pollutants to any storm drainage system
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is prohibited. No oil waste, petroleum byproducts, soil
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particulate, construction waste materials or waste water
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generated on construction sites or by construction
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activities shall be placed, conveyed or discharged into
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the street, gutter or storm drain system.
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62 Approval must be obtained and/or fees paid to following
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agencies. This information should reach the project owner
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or other individual with authority to act on it and it
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should reach them as early as possible in the plan
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review process.
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( ) City Planning Division Zoning Clearance
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( ) School Fees
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( ) Other
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63 Exterior lath: Provide two layers of Grage D paper over
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all wood base sheating. (CBC 2506.4)
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64 Provide a weep scteed for stucco at foundation plate line
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a min. 4" above grade. (CBC 2506.5)
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65 Tempered patio doors or French doors-low "E" - dual
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pane.
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66 (TYP) strap new wall to existing at top plate with ST
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6236.
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Hardwired smoke detectors with a battery backup are
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required. Show all locations with symbol SD on plan
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(310.9.1)
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Provide smoke detectors in each hallway leading to
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sleeping rooms, each sleeping room of new an existing
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construction, top of stairway, and in each story. In new
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construction detectors to be hard wired with battery back
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up. UBC 310.9.1.4 Detectors shall be interconnected to
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sound at the same time.
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Detectors are not to be located in kitchen, garage or
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within 3 feet from door or kitchen or bathroom, or
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supply air registers.
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GENERAL NOTES
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DRAWING INDEX
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SITE LOCATION
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HOUSTON, TX 77009
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(713) 412-5859
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JONATHAN SANDER
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ROOF PLANS, ELEVATIONS
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A2.2
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PROJECT DATA
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PROJECT DESCRIPTION:
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REMODELING OF
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EXISTING 1-STORY, SINGLE FAMILY RESIDENCE
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& CONSTRUCTION OF INTERIOR WALLS.
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SITE ADDRESS:
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1022 PEDDIE STREET
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HOUSTON, TX 77009
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ASSESSORS PARCEL NUMBER:
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LEGAL DESCRIPTION:
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EXISTING SOIL CONDITIONS:
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PREVIOUSLY GRADED & DISTURBED
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LOT USE
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EXISTING:
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SINGLE FAMILY RESIDENTIAL
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PROPOSED:
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SINGLE FAMILY RESIDENTIAL
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LOT ZONING:
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OVERLAY ZONE DESIGNATION:
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OCCUPANCY:
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RESIDENTIAL
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BUILDING CODE:
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2012 I.R.C.
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CONSTRUCTION TYPE:
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NUMBER OF STORIES
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EXISTING:
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1 STORY
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PROPOSED:
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OVERALL BUILDING HEIGHT
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EXISTING:
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19'-0"
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PROPOSED:
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19'-0"
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LOT SIZE:
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5,000 S.F.
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PROPOSED - HABITABLE
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EXIST. BLDG
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1 LEVELS
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NON-HABITABLE
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GARAGE
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PROP.. BLDG
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S.F.
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S.F.
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PLANS
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A2.1
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1 STORY
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--
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NONE
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LOT: 6, BLOCK: 110 SUBDIVISION: NORTH NORHILL NORTH NORHILL RECORDED: VOL. 6 PAGE 28 HARRIS COUNTY, TX
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SCOPE OF WORK:
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SMOKE AND CARBON MONOXIDE DETECTORS
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1,334
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1022 PEDDIE STREET
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AREA CALCULATION
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3 Water closets: 1.6 GPF
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Shower heads: 2.5 GPM
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Laundry Faucets: 2.2 GPM
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Sink Faucets: 2.2 GPM
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4
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stucco/ siding
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5 1x lap or vertical siding \" cdx plywood .
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6 Crawl space access to raised foundation 18"x24"
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7 Crawl space ventilation 1/150 of area -------- sq. ft..
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8 Attic ventilation 1/150 of attic area -------- sq. ft..
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Max 144 sq. inches in fire hazard area.
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9 3 tab class "A" fire rated shingles 0/15 # felt and
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over 2 layers 15 # felt for 3/12 pitch or less.
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10 Tile roof. 6lb./sq.ft/0/30 # felt -ICBO ER-4907.
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11 All hose bibs are required to be protected with a
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permanently attached anti-siphon device. Min. 1 hose
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bub required front and back.
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12 Ground fault interceptor protection (GFI) for all exterior
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receptacless, in bathrooms, in unfinished
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basements/ crawl spaces, in garages and at counter
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top in kitchens or at bar sinks.
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13 Switched light fixture in evry habitable room,
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bathroom, stairway, hall, attathed garage and at
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outdoor entrances.
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14 Provide 2 GFI protected exterior receptacless, weather proof
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w/ bubble cover on at the rear and front of each dweling unit.
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15 Outlets are required for kitchen counter space 12" and
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wider in sach a manner that no point along the wall is
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more than 2' from outlet or more than 4' for island
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and peninsula counters.
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16 Outlets for wall spaces 2' and wider at maximum
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12'o.c. so that no point along a wall, fixed glass, or
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guard rail is more than 6' from outlet.
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17 A dedicated 20 amp branch circuit from bathroom
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receptacless is required.
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18 4" thk. concrete landing 1" below threshold
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min. 36"x min. 36" wide or full width of door(s) or full
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width of patio doors, or French doors.
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19 Water heater will be securely strapped to wall with two
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straps. One within 1/3 of top an 1/3 of bottom.
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Elevate water heater min, 18" above garage door on 1 hr.
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pedestal.
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20 Required swimming pool/spa fencing must be maintained
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during construction or the pool/spa shall be emptied.
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21 Provide house street number visible from the street.
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Numbers shall be of non combustible in Very
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High Sevrity Zones.
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22 Provide attic access 22"x30", readily accessible with
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min. 30" clear head room.
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23 Provide approved smoke detectors. Additional info sheet 1.
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24 Showers shall be finished 70" above drain with materials
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not adversely affected by moisture.
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25 Anti scalding shower and tub and shower valves are
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required and shall be of pressure balance or
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thermostatic. Mixin valve type. Sec.410.7 UPC.
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26 Access panel (12"x12") required for tub strap slip-joint
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or use non-slip (welded) loint.
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27 Stucco lath and drywall shall be nailed to studs and
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top-bottom plates.
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28 Sefety glazin is required at wardrobe doors, shower doors,
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and windows at bath tubs and showers and within 2' of
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doors.
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29 Provide Approved spark arrestor at fireplace chimney.
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30 Wall between house living area and garage (R-3, U-1)
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shall be "Type X" drywall, floor to floor sheathing
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with taped joints.
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31 Doors between R-3 and U-1, 1-{" solid core
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(20 min.) door, self-closing and tight-fitting.
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32 Provide balloon framing at exterior wall siding on sloping
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ceilling.
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33 Provide double top plate with 48" lap splices strapped
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with simpson strap ST6224.
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34 Provide fire blocking, vertical or horizontal, shall coform
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to IRC R302.11.
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35 Studs supporting 3 stories shall be 2x6 or 3x4 @ 16" o.c.
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36 Max. stud height is 10' for bearing walls, max. 14' for
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non bearing 2x4, fire block at mid span.
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37 Where plates or sole plates cut for pipes,
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strap 1-\" wide by 24" long by _" thk. shall be
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fastened across the opening with 16d nails on each side.
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38 Roof sheating: \" T&G cdx structural 1 plywood or
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O.S.B.B.N: 8d @6" o.c., EN: 8d @6" o.c.; and FN: 8d @12" o.c.
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u.o.n. at roof framing plan.
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1. REPLACE INTERIOR DOORS. REPLACE INTERIOR DOORS. 2. RELOCATE UTILITY ROOM. RELOCATE UTILITY ROOM. 3. RELOCATE DOOR FOR BEDROOM 2. RELOCATE DOOR FOR BEDROOM 2. 4. OPEN WALLS BETWEEN KITCHEN TO LIVING OPEN WALLS BETWEEN KITCHEN TO LIVING ROOM AND BREAKFAST AREA. 5. RELOCATE CLOSET FOR BEDROOM 1 AND 2. RELOCATE CLOSET FOR BEDROOM 1 AND 2. 6. RE-FRAME WALLS AND/OR CEILING.RE-FRAME WALLS AND/OR CEILING.
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S.F.
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412
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THIS PROJECT SHALL COMPLY WITH THE 2012 IRC - INTERNATIONAL RESIDENTIAL CODE 2012 UMC - UNIFORM MECHANICAL CODE 2012 UPC - UNIFORM PLUMBING CODE 2014 NEC - NATIONAL ELECTRICAL CODE 2012 IFC - INTERNATIONAL FIRE CODE either 2009 IECC - INTERNATIONAL ENERGY CONSERVATION CODE AS ADOPTED AND AMENDED BY THE CITY OF HOUSTON
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ENGINEER:
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SAM IBRAHIM
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(832) 693-8905
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ASI CONSTRUCTION & CONSULTING LLC.
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2904 LAUREL BROOK LN.
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PEARLAND, TX. 77584
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ELECTRICAL PLAN
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A2.3
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%%USTRUCTURAL:
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FRAMING PLAN
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S1.0
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FRAMING DETAILS
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S1.1
Page 4: Design & Consulting - Houston · PDF file9 99.79 C3 EC1 13 100.08 C3 EC1 SITE PLAN A0.1 Tel.: (818) 451-6681 I.L.A. Interior & Exterior Planning Design & Consulting ila PERMIT SET

D-1

NEW HEADER 2 - 2x10

NEW HEADER 2 - 2X12

NEW

HEA

DER

2 -

2x6

2 - 2x6NEW HEADER

2 - 2x6NEW HEADER

2 - 2x6NEW HEADER

FLOOR PLAN

A2.1

Tel.: (818) 451-6681

I.L.A. Interior & Exterior PlanningDesign & Consulting

ila

N

EW

S

HOUSE REMODELING

AT

1022 PEDDIE STREET

HOUSTON, TX. 77009

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3
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4
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5
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16
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15
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14
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13
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6
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11
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1. -
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2. -
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3. - SPLICE OVER CENTER OF STUD
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4. - 4' -0" MIN. LAP W/ (40) 16d NAILS
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5. - FIREBLOCKING AT MIDHIGHT OF ALL
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WALLS OVER 8' -0" HIGH.
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(2) 10D NAILS EACH END OF FIREBLOCKING.
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6. - 7" MIN. INTO CONC.
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7. - 2X STUD & TRIMMER MIN. AT JAMBS. SEE
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FRAMING PLAN FOR ADDITIONAL SUPPORT.
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8. - 4 1/8" MIN., 9" MAX. FROM SILL END
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9. - 2X SILL W/(2) 16D NAILS EACH END.
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10. - (3) 16D END NAILS.
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11. - 16D NAILS AT 24" MAXIMUM O/C W/(2)
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16D EACH STUD 11' -6" OR LESS & (3)
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16D EACH STUD OVER 11' -6".
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12. - TYPICAL SOLID LINTEL - SEE FRAMING
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PLAN FOR SIZE.
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13. - 5/8" DIA. X 10" ANCHOR BOLTS AT 72"
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15. - STUD TO SILL. TOE NAIL (2) 10D NAILS
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EACH SIDE
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14. - 2X P.T.D.F. SILL (OR 3X) SEE PLAN
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16. - 2X STUDS AT 16" O/C (u.o.n.) SEE PLAN
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TYP. WALL CONSTRUCTION
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12
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5
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10
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9
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7
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7
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7
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8
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OR SHOT PINS, (u.o.n.) SEE PLANS.
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NOTE: WHERE 2X MATERIAL IS CALLED OUT-CHECK
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PLAN(S) FOR 3X MATERIAL
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NOTE.(AS ABOVE)
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OR ST 6236
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BEDROOM 1
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CLOSET 1
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BATHROOM
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LIVING ROOM
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KITCHEN
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BREAKFAST
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BEDROOM 1
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BEDROOM 2
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CLOSET
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CLOSET
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CLOSET
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BATHROOM
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LIVING ROOM
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KITCHEN
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BREAKFAST
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EXISTING
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PROPOSED PLAN
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1022 PEDDIE STREET
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EXISTING PLAN
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1022 PEDDIE STREET
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DEMO. PLAN
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1022 PEDDIE STREET
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OPEN
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WALL
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BLOCK
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DOOR
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BLOCK
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DOOR
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EXTEND OPENING
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OPEN WALL
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CANCEL
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PANTRY
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OPEN WALL
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BLOCK
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WINDOW
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CANCEL
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CLOSET
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NEW
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OPENING
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CEILING=9'
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CEILING=9'
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EXISTING
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NEW
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CABINETS
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NEW
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ISLAND
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C/W
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D
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8
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2
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D
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8
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2
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D
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6
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2
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D
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2
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6
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2
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2
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D
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8
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2
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D
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8
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2
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D
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8
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2
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W
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101
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3'-0"X3'-0"
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SLIDING
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HDR=7'-0"
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W
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102
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2'-6"X5'-0"
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SINGLE HUNG
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HDR=7'-0"
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W
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103
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2'-6"X5'-0"
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SINGLE HUNG
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HDR=7'-0"
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W
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104
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2'-6"X5'-0"
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SINGLE HUNG
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HDR=7'-0"
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W
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105
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2'-6"X5'-0"
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SINGLE HUNG
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HDR=7'-0"
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W
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106
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2'-6"X5'-0"
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SINGLE HUNG
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HDR=7'-0"
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W
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107
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2'-6"X5'-0"
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SINGLE HUNG
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HDR=7'-0"
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W
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108
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2'-6"X5'-0"
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SINGLE HUNG
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HDR=7'-0"
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W
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109
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2'-6"X5'-0"
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SINGLE HUNG
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HDR=7'-0"
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W
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110
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2'-6"X5'-0"
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SINGLE HUNG
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HDR=7'-0"
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W
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111
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2'-6"X5'-0"
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SINGLE HUNG
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HDR=7'-0"
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W
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112
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2'-0"X3'-0"
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SINGLE HUNG
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HDR=7'-0"
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W
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112
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2'-0"X3'-0"
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SINGLE HUNG
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HDR=7'-0"
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W
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110
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2'-6"X5'-0"
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SINGLE HUNG
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HDR=7'-0"
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W
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111
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2'-6"X5'-0"
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SINGLE HUNG
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HDR=7'-0"
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W
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101
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3'-0"X3'-0"
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SLIDING
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HDR=7'-0"
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W
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102
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2'-6"X5'-0"
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SINGLE HUNG
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HDR=7'-0"
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W
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103
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2'-6"X5'-0"
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SINGLE HUNG
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HDR=7'-0"
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W
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104
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2'-6"X5'-0"
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SINGLE HUNG
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HDR=7'-0"
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OPEN WALL
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OPEN WALL
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BATHROOM
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KITCHEN
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LIVING ROOM
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BREAKFAST
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CLOSET
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D / W
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EXISTING DOOR
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EXISTING WINDOW
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EXISTING WINDOW
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EXISTING WINDOW
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NEW
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DOOS
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D
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2
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1
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NEW
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DOORS
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EXISTING DECK
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D
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6
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2
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EXISTING DOOR
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15' BACK YARD LINE
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W
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105
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3'-0"X5'-0"
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SINGLE HUNG
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HDR=7'-0"
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NEW
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WINDOW
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BLOCK
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WINDOW
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NEW
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WINDOW
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EXISTING
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2 CARS
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GARAGE
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EXTEND OPENING
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D
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4
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2
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EXTEND OPENING (ABOVE CEILING)
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FRAMING SPAN TABLES
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SELECTED VALUES IBC 2012, SECTION 2308 SOUTHERN PINE SPANS SHOWN
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COMPONENT
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FLOOR JOIST SPAN
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DEAD LOAD = 10 PSF.
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LIVE LOAD = 40 PSF.
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IBC 2012, TABLE 2308.8(2)
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CEILING JOIST SPAN
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LL=10 PSF, DL=5 PSF
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NO LIMITED STORAGE
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IBC 2012, TABLE 2308.10.2(1)
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RAFTER SPAN
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LL=20 PSF. DL=10 PSF
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L/R=180 (COMPOSITION)
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IBC 2012, TABLE 2308.10.3(1)
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RAFTER SPAN
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LL=20 PSF, DL=10 PSF
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L/R=240 (TILE ROOF)
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IBC 2012, TABLE 2308.10.3(2)
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HEADER SPAN
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ROOF AND CEILING LOAD
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MAXIMUM ROOM WIDTH=20'-0"
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IBC 2012, TABLE 2308.95
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SIZE
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#2 GRADE S.Y.P. 19% M.C.
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12"O.C.
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16"O.C.
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24"O.C.
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#3 GRADE S.Y.P. 19% M.C.
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12"O.C.
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16"O.C.
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24"O.C.
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2X6
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2X8
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2X10
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2X12
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2X6
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2X8
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2X10
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2X6
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2X8
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2X10
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2X6
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2X8
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2X10
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HEADER
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SIZE
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MAXIMUM
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SPAN
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10'-9"
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9'-9"
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8'-9"
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9'-4"
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8'-1"
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6'-7"
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14'-2"
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12'-10"
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11'-10"
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11'-11"
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10'-3"
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8'-5"
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18'-0"
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16'-1"
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13'-1"
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14'-0"
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12'-2"
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9'-11"
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21'-9"
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18'-10"
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15'-5"
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16'-8"
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14'-6"
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11'-10"
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19'-6"
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25'-8"
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-
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17'-8"
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23'-4"
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-
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15'-6"
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20'-1"
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23'-1"
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17'-0"
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21'-8"
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25'-7"
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14'-9"
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18'-9"
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22'-2"
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12'-0"
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15'-4"
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18'-1"
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17'-0"
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22'-5"
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-
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15'-1"
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19'-5"
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23'-2"
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12'-3"
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15'-10"
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18'-11"
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13'-6"
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17'-2"
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20'-3"
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11'-8"
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14'-10"
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17'-6"
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9'-6"
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12'-1"
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14'-4"
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15'-6"
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20'-5"
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-
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14'-1"
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18'-6"
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23'-2"
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12'-3"
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15'-10"
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18'-11"
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13'-6"
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17'-2"
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20'-3"
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11'-8"
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14'-10"
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17'-6"
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9'-6"
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12'-1"
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14'-4"
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2-2x6
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5'-5"
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2-2x8
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6'-10"
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2-2x10
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8'-5"
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2-2x12
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9'-9"
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D-1
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A2.1
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D-1
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A2.1
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NEW DOORS
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BATHROOM
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CLOSET
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MASTER
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BEDROOM
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MASTER
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MASTER
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REBUILD EXISTING STRUCTURE
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REBUILD EXISTING STRUCTURE
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BLOCK
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WINDOW
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BLOCK
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WINDOW
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D
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4
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2
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BLOCK
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DOOR
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BLOCK
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DOOR
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BLOCK
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DOOR
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BLOCK
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WINDOW
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LINEN
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D
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1
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#
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1022 PEDDIE STREET R3.DWG
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ISAAC
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####
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10.20.2016
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1'-0"= "14"
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SHEET TITLE
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COPYRIGHT:
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PROJECT NO:
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CAD DWG FILE:
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DRAWN BY:
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CHK'D BY:
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DESCRIPTION
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DATE
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MARK
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CONSULTANTS
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SCALE:
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DATE:
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DESIGN & CONSTRUCTION
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50 BRIAR HOLLOW LANE, SUITE #210 EAST
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HOUSTON TX, 77027
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THE CONTRACTOR IS TO VERIFY ALL DIMENSIONS ON SITE BEFORE BUILDING AND REPORT ANY ERROR, OMISSIONS, OR DISCREPANCIES TO THE ARCHITECT. DRAWINGS ARE INSTRUMENTS OF SERVICE AND REMAIN THE PROPERTY OF THE ARCHITECT. COPYRIGHT OF THE DRAWINGS AND THE WORK EXECUTED THEREFORE ARE RESERVED BY THE ARCHITECT. DRAWINGS ARE NOT TO BE SCALED. DRAWINGS ARE NOT FOR CONSTRUCTION UNLESS SIGNED BY THE ARCHITECT.
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GENERAL NOTES / REFER TO IRC 2012
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1. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE.
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CONTRACTOR TO VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS
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AND CONDITIONS ON THE JOB.
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2. ALL WRITTEN NOTES ON THESE DRAWINGS SHALL TAKE PRECEDENCE
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OVER THE MINIMUM STANDARD NOTES DETAILED ON THE LAST SHEET
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OF THESE DRAWING.
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3. BUILDER TO APPROVE LOCATION OF HOUSE ON LOT, AND TO VERIFY
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ALL UTILITY LOCATIONS, ALL EASEMENTS, BUILDING AND SETBACK LINES,
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AND TO OBSERVE ALL DEED RESTRICTIONS PRIOR TO CONSTRUCTION.
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4. ALL BEDROOM WINDOW SILLS TO BE A MAXIMUM OF 44" ABOVE
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FINISHED FLOOR MINIMUM OPENINGS ARE 24" HIGH, 20" WIDE AND
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MINIMUM OF 5.7 SQ. FT. OF NET CLEAR.
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5. ALL PRE-FAB FIREPLACES TO BE BUILT AND INSTALLED PER 2012 IRC
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BCT 3102 AND BE UL AND I.C.B.O. APPROVED
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A COPY OF THE MANUFACTURE INSTALLATION MANUAL WILL BE
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AVAILABLE N SITE FOR INSPECTOR REVIEW.
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6. STAIRWAYS SHALL COMPLY WITH 2012 IRC MINIMUM WIDTH
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BETWEEN HANDRAILS SHALL BE 30".
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7. HANDRAILS TO BE 34 TO 38" ABOVE NOSING OF TREADS.
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8. GUARDRAILS TO BE 42" ABOVE FINISHED FLOOR WITH BALUSTERS AT
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4" O.C. MAX. NEWEL POST SHALL NOT BE LOCATED ABOVE FIRST TREAD.
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9. HANDGRIPPING PORTION OF HANDRAIL SHALL NOT BE LESS THAN
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1 1/4" NOR MORE THAN 2" IN CROSS SECTION.
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10. PROVIDE UNDERSIDE OF ALL STAIRWELLS WITH 5/8" TYPE "X"
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FIRE RATED GYPSUM WHEN UNDERSIDE CAN BE CLOSED OFF.
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11. SMOKE DETECTORS REQUIRE 100 VOLT CONNECTION TO HOUSE
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WIRING WITH BATTERY BACKUP.
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12. ALL FLOOR DRAINS TO HAVE OVERFLOW PAN WITH RELIEF LINE TO
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OUTSIDE OR STORM SEWER (NOT SANITARY SEWER LINE).
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13. PROVIDE PLUMBING ACCESS PANEL AT ALL TUBS BY PLUMBING
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CODE 82 (83, 84 REV) SECTIONS 9052, 9053.
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14. ALL GLASS AT TUBS AND SHOWERS SHALL BE TEMPERED SAFETY GLASS.
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15. PROVIDE VENTILATION AT ALL BATHS AND UTILITY ROOMS THROUGH
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NATURAL OR MECHANICAL MEANS.
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16. ATTIC ACCESS IS PROVIDED ON PLANS TO SERVICE MECHANICAL
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EQUIPMENT AND LIMITED LIGHT STORAGE BUT IN NO CASE SHALL THE
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COMBINED DECKED ATTIC AREAS EXCEED 500 SQ. FT.
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17. LOCATE WATER HEATER(S) IN ATTIC ABOVE LOAD-BEARING
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PARTITION IN A PAN, WITH RELIEF DRAIN LINE TO OUTSIDE OR STORM
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SEWER LINE.
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18. CHIMNEYS TO BE MINIMUM 24" ABOVE ANY ROOF LINE.
Page 5: Design & Consulting - Houston · PDF file9 99.79 C3 EC1 13 100.08 C3 EC1 SITE PLAN A0.1 Tel.: (818) 451-6681 I.L.A. Interior & Exterior Planning Design & Consulting ila PERMIT SET

REAR ELEVATION

SIDE ELEVATION

SIDE ELEVATION

ROOF PLAN

A2.2

Tel.: (818) 451-6681

I.L.A. Interior & Exterior PlanningDesign & Consulting

ila

HOUSE ADDITION AND

REMODELING AT

1022 PEDDIE STREET

HOUSTON, TX. 77009

ELEVATIONS

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ROOF PLAN
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1022 PEDDIE STREET
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REBUILD EXISTING STRUCTURE
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REBUILD EXISTING STRUCTURE
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SIDING
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HARDY
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SIDING
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HARDY
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W
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115
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NEW WINDOW
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W
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104
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EXISTING
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WINDOW
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COMP. SHINGLES OVER " CDX PLYW. CLASS-A 12" CDX PLYW. CLASS-A MALARKEY ROOFING I.C.B.O. ER-5300
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COMP. SHINGLES OVER " CDX PLYW. CLASS-A 12" CDX PLYW. CLASS-A MALARKEY ROOFING I.C.B.O. ER-5300
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FLOOD VENTS
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24"X12"
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MIN.
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12
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5
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12
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5
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SIDING
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HARDY
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SIDING
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HARDY
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W
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110
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W
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111
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W
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112
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EXISTING
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WINDOW
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EXISTING
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WINDOW
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EXISTING
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WINDOW
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COMP. SHINGLES OVER " CDX PLYW. CLASS-A 12" CDX PLYW. CLASS-A MALARKEY ROOFING I.C.B.O. ER-5300
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COMP. SHINGLES OVER " CDX PLYW. CLASS-A 12" CDX PLYW. CLASS-A MALARKEY ROOFING I.C.B.O. ER-5300
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FLOOD VENTS
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24"X12"
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12
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5
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1. 1/2" CDX PLYWOOD DECKING OR EQUAL.
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2. CONTINUOUS 'HARDIE' VENTED SOFFIT
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AND RIDGE VENTS BE USED.
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3. FULL GUTTERING WITH DOUNSPOUTS
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TO PROPERTY DRAINAGE.
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SIDING
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HARDY
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SIDING
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HARDY
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EXISTING
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WINDOW
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EXISTING
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WINDOW
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EXISTING
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WINDOW
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W
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101
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W
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102
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W
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103
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COMP. SHINGLES OVER " CDX PLYW. CLASS-A 12" CDX PLYW. CLASS-A MALARKEY ROOFING I.C.B.O. ER-5300
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12
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5
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12
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5
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12
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5
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FLOOD VENTS
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24"X12"
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FLOOD VENTS
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24"X12"
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REBUILD EXISTING STRUCTURE
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REBUILD EXISTING STRUCTURE
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REBUILD EXISTING STRUCTURE
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12
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5
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#
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1022 PEDDIE STREET R3.DWG
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ISAAC
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####
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10.20.2016
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1'-0"= "14"
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SHEET TITLE
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COPYRIGHT:
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PROJECT NO:
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CAD DWG FILE:
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DRAWN BY:
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CHK'D BY:
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DESCRIPTION
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DATE
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MARK
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CONSULTANTS
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SCALE:
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DATE:
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DESIGN & CONSTRUCTION
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50 BRIAR HOLLOW LANE, SUITE #210 EAST
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HOUSTON TX, 77027
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THE CONTRACTOR IS TO VERIFY ALL DIMENSIONS ON SITE BEFORE BUILDING AND REPORT ANY ERROR, OMISSIONS, OR DISCREPANCIES TO THE ARCHITECT. DRAWINGS ARE INSTRUMENTS OF SERVICE AND REMAIN THE PROPERTY OF THE ARCHITECT. COPYRIGHT OF THE DRAWINGS AND THE WORK EXECUTED THEREFORE ARE RESERVED BY THE ARCHITECT. DRAWINGS ARE NOT TO BE SCALED. DRAWINGS ARE NOT FOR CONSTRUCTION UNLESS SIGNED BY THE ARCHITECT.
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ELEVATION NOTES:
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ALL DRAWING HERE REFERENCES THE 2012 INTERNATIONAL RESIDENTIAL CODE
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(W/ AMENDMENTS) AND THE 2012 INTERNATIONAL BUILDING CODE (W/ AMENDMENTS).
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DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE. CONTRACTOR
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TO VERIFY ABD BE RESPONSIBLE ALL DIMENSIONS AND CONDITIONS.
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ALL WRITTEN NOTES ON THESE DRAWINGS SHALL TAKE PRECEDENCE OVER THE MINIMUM
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STANDARD NOTES DETAILED ON THE LAST SHEET OF THIS DOCUMENT.
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ALL BEDROOM WINDOW SILLS TO BE A MAXIMUM OF 44" ABOVE FINISHED FLOOR.
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MINIMUM OPENINGS ARE 24" HIGH, 20" WIDE AND MIN. 5.7 SQ.FT. NET CLEAR OPENING.
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ALL WINDOW HEAD HEIGHTS TAKEN FROM IMMEDIATE INTERIOR FLOOR LEVEL. HEAD
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HEIGHTS IN STAIRWELLS TAKEN FROM FIRST FLOOR LEVEL (AT THE STAIRWELL).
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OPENINGS O A I HOUR FIRE RATED EXTERIOR WALL SHALL BE PROTECTED WITH AN
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ASSEMBLY HAVING A FIRE-PROTECTION RATING OF NOT LESS THAN HOUR. SEE
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IBC 2012, SECT'S. 714.3.7 AND 714.3.9 AND TABLE 714.2 (EXTERIOR WALLS).
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PENETRATIONS INTO OR THROUGH FIRE-RATED WALLS SHALL CONFIRM WITH IBC
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2012. SECT.7113. BUILDER TO DETERMINE FINAL MATERIAL AND PROVIDE
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APPROPRIATE TEST CRITERIA TO THE LOCAL AUTHORITY.
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PROVIDE SAFETY GLAZING IN THESE HAZARDOUS LOCATIONS (SECT. R308.4).
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A. GLAZING IN TUBE AND SHOWERS WHERE THE BOTTOM EDGE OF A PANE IS LESS THAN 60"
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FROM ANY WALKING SURFACE.
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C. GLASSING WITHIN 24" FROM A DOOR AND BOTTOM OF PANE IS LESS THAN 60" FROM
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THE FLOOR.
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B. GLAZING IN SIDE HINGED DOORS EXCEPT JALOUSIES.
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D.EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQ FT.
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E. BOTTOM EDGE OF A PANE IS LESS THAN 18" FROM FLOOR/
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F. TOP EDGE OF A PANE IS GREATER THAN 36" FROM FLOOR (WHEN BOTTOM OF THIS
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SAME PANE IS LOWER THAN 36" FROM THE FLOOR).
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G. ONE OR MORE WALKING SURFACES WITHIN 36" HORIZONTALLY OF THE GLAZING.
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H. GLAZING IN STAIRWELLS WHERE THE BOTTOM EDGE OF A PANE IS LESS THAN 60"
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VERTICALLY FROM ANY NOSING, AND 60" HORIZONTALLY FORM ANY STAIR
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NOSING, WHERE THE EDGE OF PANE IS LESS THAN 60" ABOVE THE FLOOR.
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ALL RAILING (WOOD, METAL OR PRECAST) TO HAVE 4" MAXIMUM SPACING BETWEEN BALUSTERS
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(SPINDLES) AND TO CONFORM WITH IRC 2012 SECT. R316.
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HANDRAILS AND GUARDRAILS SHALL BE DESIGNED FOR MINIMUM LIVE LOAD
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A. INTERIOR GUARDS SHALL NOT BE CONSTRUCTED WITH HORIZONTAL RAILS OR
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OTHER ORNAMENTAL PATTERN THAT RESULTS IN A LADDER EFFECT (SECT.316.2).
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B. EXTERIOR GUARDS TO HAVE RAILING NO LOWER THAN 42" FROM FINISHED FLOOR,
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WITH NO LESS THAN 36" DISTANCE FROM TOP OF GUARD TO BOTTOM OF LOWEST
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FUNNER MAXIMUM UNSUPPORTED SPAN OF LOWEST RUMMER SHALL BE 6"-0".
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ROOF PLATE HEIGHTS TAKEN FROM NOMINAL (FIRST) FLOOR (SLAB) LEVEL. U.O.N.
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ALL BRICK OR PREFAB FIREPLACES TO BE BUILT AND INSTALLED PER IRC 2012
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CHAPTER 10, AND BE U.L. AND I.C.B.O. APPROVED (" ). A COPY
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OF THE MANUFACTURE INSTALLATION MANUAL WILL BE AVAILABLE ON SITE FOR
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INSPECTOR REVIEW.
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CHIMNEYS TO BE A MINIMUM 2"-0" ABOVE ANY ROOF LINE WITHIN A 10"0" RADIUS, OR
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3"-0" FROM ANY ROOF LINE (RIDGE), SEE IRC 2012 SECT. R1001.6. CHIMNEY PIPE(S)
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SHALL EXIT THROUGH THE ROOF DECKING INSIDE ALL BUILDING AND SETBACK LINES.
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PROVIDE SPARK ARRESTORS AT CHIMNEY. MESH TO HAVE MAXIMUM GAP OF 1/2",
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MINIMUM GAP OF 3/8" AND TO COMPLY WITH IRC 2012 CHAPTER 10.
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ALL GAS APPLIANCE VENTS TO EXIT AN EXTERIOR WALL LOCATED NO LESS THAN
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4"-0" FROM ANY PROPERTY LINE OR COMMON WALL. DISTANCE OF GAS VENT PIPES
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THROUGH A EXTERIOR WALL PERPENDICULAR TO A PROPERTY LINE OR COMMON
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WALL TO BE MINIMUM OF 4"-0" FROM THE PROPERTY LINE OR COMMON WALL.
Page 6: Design & Consulting - Houston · PDF file9 99.79 C3 EC1 13 100.08 C3 EC1 SITE PLAN A0.1 Tel.: (818) 451-6681 I.L.A. Interior & Exterior Planning Design & Consulting ila PERMIT SET

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A2.3

Tel.: (818) 451-6681

I.L.A. Interior & Exterior PlanningDesign & Consulting

ila

HOUSE ADDITION AND

REMODELING AT

1022 PEDDIE STREET

HOUSTON, TX. 77009

ELECTRICAL PLAN

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ELECT. SYMBOL SCHEDULE
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110V OUTLET
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220V OUTLET
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CAT. 5 INTERNET
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TELEPHONE
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RECESSED LIGHT
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FLOOD LIGHT
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CEILING FAN
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EXHAUST FAN
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110V CHANDELIER LIGHT FIXTURE
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110V WALL LIGHT FIXTURE
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110V OUTDOOR WALL LIGHT FIXTURE
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110V DUPLEX RECEPTACLE
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W/ WEATHERPROOF COVER
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SMOKE DETECTOR HARD-WIRED W/
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BATTERY BACK-UP
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110V DUPLEX RECEPTACLE
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GROUND FAULT INTERRUPTED
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220V RECEPTACLE
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110V PENDANT LIGHT FIXTURE
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ELECTRICAL NOTES:
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a) NEPA 70 NEC 2011 Texas adopted and City Of HOUSTON ORDINANCE.
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"VERIFY AT INSPECTION"
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f) LIGHTING Switched lighting shall be installed: -In all habitable rooms and in bathrooms; -In hallways and stairways; -In garages; -At all outdoor entrances and exits. g) FANS In bathrooms containing tubs and showers; 1- A fan capable of providing 5 air changes per hour shall be installed when exterior openings for natural ventilation are provided; 2- A fan capable of providing 7.5 air changes per hour shall be installed when no exterior openings for natural ventilation are provided. H) open incandescent luminaries shall not be install in closets. (Article 410.16(B)
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d) GROUND-FAULT CIRCUIT INTERRUPTERS. PER ARTICLE 210.12(B) (VERIFY BY INSPECTION) Ground-Fault Circuit-Interrupter protection shall be installed in: -Bathrooms and shower area -Garages and accessory buildings -At all exterior locations -In crawl spaces -Kitchen -Within 6 ft. of wet bar sinks. e) ENERGY 1. All general lighting in kitchens shall be fluorescent (40 lumens per watt). Lighting shall: -Provide a uniform pattern of lighting, and a light level sufficient for performing basic kitchen tasks; -Be controlled on a readily accessible switch at an entrance to the kitchen; -Not contain medium-base incandescent lamp sockets. 2. All bathrooms containing a shower or bathtub shall have fluorescent lighting (40 lumens per watt).
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b) RECEPTACLES PER ARTICLE 210.52. (VERIFY BY INSPECTION)
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1. Receptacles shall be installed so that no point along the floor line
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in any wall space is more than 6 ft. from an outlet, including any wall
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space 2 ft. wide or greater.
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2. In kitchens and dining rooms, counter space receptacles shall be installed:
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-At each wall counter space that is 12 in. or greater;
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-No more than 48 in. oc.;
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-On island counter spaces (one receptacle min.);
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-On peninsular counter spaces ( one receptacle min.);
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-Not more than 18 in. above the counter top.
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3. In bathrooms, at least one wall receptacle shall be within 36 in.
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of each basin .
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4. In laundry rooms, at least one receptacle shall be provided.
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5. In garages, at least one receptacle shall be provided.
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6- In hallways of 10 ft. or more in length, at least one receptacle
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c)
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shall be provided.
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SMOKE DETECTORS: smoke detectors shall be hard-wired and inter-connected with battery backup.
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NOTES: 1. ARC FAULT PROTECTION IS REQUIRED THROUGHOUTARC FAULT PROTECTION IS REQUIRED THROUGHOUT
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C.O. DETECTORS: INSTALL carbon monoxide detectors shall be hard-wired and inter-connected with battery backup.
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BATTERY BACK-UP
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C.O. DETECTORS HARD-WIRED W/
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COMP. SHINGLES OVER " CDX PLYW. CLASS-A 12" CDX PLYW. CLASS-A MALARKEY ROOFING I.C.B.O. ER-5300
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WEEP SCREED
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SCREED
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WEEP
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R30
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R=19
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METAL FLASHING
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R19 BATT INSULATION
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R30 BATT INSULATION
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ROOF TILE
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#15 FELT
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7/16" RADIANT BARRIER
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1" CEMENT PLASTER OVER K-LATH 7/8" MIN.
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THREE COAT CEMENT PLASTER FINISH, OVER
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NO. 18 GA. GALVANIZED SOFT ANNEALED
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WIRE AT INTERVALS NOT TO EXCEED 6" O.C.
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VERTICALLY FASTENED IN PLACE WITH 4" OR
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1 1/8" 13 GA. 19/64 DIAMETER HEAD NAIL
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32" O.C. HORIZONTALLY, STRECHED TAUT BY
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STAGGERING ATTACHMENT INSTALL OVER
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WEATHER RESISTIVE BUILDING PAPER WEIGHING
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AT LEAST 14 LB. PER 108 SQ. FT. EXTIRIOR.
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CONCRETE FOUNDATION
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PER PLAN
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PROVIDE ADD. COL.
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OF SHEARWALL NAILS
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INTO HOLDOWN POST
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L
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C A.B.
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L
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HOLDOWN ANCHOR
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OR SIMPSOM SSTB
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PER TABLE
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EXIST. GRADE
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& WIDTH ('W') TYPICAL
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FOR BM. DEPTH ('D')
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(FOUNDATION PLAN)
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SEE SCHED. ON SHT. S1
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PLAN FOR LOCATION
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IN SLAB. SEE FOUNDATION
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1"%%C TENDON CENTERED
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CHAIR
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SEE SECTION 1-S-1
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FOR INFORMATION
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LOCATION OF TENDON
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WHEN DRAPED
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10 MIL VAPOR BARRIER
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FINISH FLOOR
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C TN-DN
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L
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COMPACTED SOIL AS
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SPECIFIED
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Ledger beam
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as req'd by
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specific design.
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BLOCKING AND CEILING
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JOIST, WHERE OCCURS,
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%%UTYPICAL ROOF DIAPHRAM
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7/16" STRUCT. GRADE PLYWOOD
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FASTENED USING .128%%Cx 3" NAILS
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6" O.C. @ ALL PANEL END JOINTS
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& AT ALL PERIMETER
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%%UROOF NOTE
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FASTEN ASPHAULT COMPOSITION SHINGLES
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TO ROOF SHEATING USING (6) GALV. NAILS
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.105"%%C SHANK W/ A MIN. 3/8" HEAD OF A
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LENGTH TO PENETRATE THROUGH THE ROOF
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H2.5 SIMPSON
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STRAP OR EQUAL 4' O.C.
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FIRST FLOOR
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2 - 2"x6" TOP PLATES
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2"x6" STUD WALL, TYP.
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BOLTS SPACED @ 4'-0" O.C. MIN
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1/2"%%Cx7" LONG A307 ANCHOR
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1. STUCCO:
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EXTERIOR FINISH OPTIONS:
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2. SIDING:
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1/2" GYPSUM BOARD
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PAINTED 1"X12" HARDI
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FASCIA BOARD TYPICAL
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1/2" SHEETROCK
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PLYWOOD SHEATHING
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7/16" EXTERIOR
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PLYWOOD SHEATHING
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BOUNRY NAILING PER SCHEDULE
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2X BLOCKING
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7/16" EXTERIOR
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8 1/4" FIBER CEMENT LAP SIDING
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WITH 4" TRIM AROUND WINDOWS AND
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CORNERS AND COLUMNS.
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CEILING NO SAG
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1/2" SHEETROCK
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MOISTER BARIOR/ HOUSE WRAP
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TYPICAL WALL SECTION (NO FIRE WALL)
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2X6 WALL
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2X6 KNEE WALL
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2X6 BRACE SLOPED AT 45 DEGREES SPACED 4' OC
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2-2X6 STRONG BACK SEE SECTION B-B
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CEILING JOIST PER PLAN
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RAFTER PER PLAN
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2X BLOCKING
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ATTIC SPACE
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2"x6" STUD WALL, YELLOW PINE #2 (SYP#2) TYP.
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KNEE WALL
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Floor Joist
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1 1/8" TBG
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2 - 2"x6" TOP PLATES
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Joist hamger
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nail as req'd.
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MASTER BEDROOM
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5
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12
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BEDROOM 1
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CLOSET 1
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BATHROOM
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LIVING ROOM
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KITCHEN
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EXISTING
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EXISTING
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NEW
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ISLAND
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C/W
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D / W
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BATHROOM
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CLOSET
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MASTER
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BEDROOM
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MASTER
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MASTER
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REBUILD EXISTING STRUCTURE
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REBUILD EXISTING STRUCTURE
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BREAKFAST
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C/W
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D / W
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GFI
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GFI
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GFI
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GAS
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S
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S
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S
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S
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GFI
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S
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S
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S
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WP
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S
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S
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S
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S
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S
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S
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GFI
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GFI
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S
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S
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S
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S
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S
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S
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S
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S
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S
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LOW
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VOLTAGE
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GFI
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LOW
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VOLTAGE
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GFI
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LINEN
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#
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1022 PEDDIE STREET R3.DWG
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ISAAC
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####
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10.20.2016
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1'-0"= "14"
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SHEET TITLE
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COPYRIGHT:
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PROJECT NO:
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CAD DWG FILE:
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DRAWN BY:
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CHK'D BY:
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DESCRIPTION
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DATE
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MARK
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CONSULTANTS
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SCALE:
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DATE:
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DESIGN & CONSTRUCTION
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50 BRIAR HOLLOW LANE, SUITE #210 EAST
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HOUSTON TX, 77027
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THE CONTRACTOR IS TO VERIFY ALL DIMENSIONS ON SITE BEFORE BUILDING AND REPORT ANY ERROR, OMISSIONS, OR DISCREPANCIES TO THE ARCHITECT. DRAWINGS ARE INSTRUMENTS OF SERVICE AND REMAIN THE PROPERTY OF THE ARCHITECT. COPYRIGHT OF THE DRAWINGS AND THE WORK EXECUTED THEREFORE ARE RESERVED BY THE ARCHITECT. DRAWINGS ARE NOT TO BE SCALED. DRAWINGS ARE NOT FOR CONSTRUCTION UNLESS SIGNED BY THE ARCHITECT.
Page 7: Design & Consulting - Houston · PDF file9 99.79 C3 EC1 13 100.08 C3 EC1 SITE PLAN A0.1 Tel.: (818) 451-6681 I.L.A. Interior & Exterior Planning Design & Consulting ila PERMIT SET
Page 8: Design & Consulting - Houston · PDF file9 99.79 C3 EC1 13 100.08 C3 EC1 SITE PLAN A0.1 Tel.: (818) 451-6681 I.L.A. Interior & Exterior Planning Design & Consulting ila PERMIT SET