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Proposal 2610

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ARCHITECTURAL ABBREVIATIONS

ABV Above MFR Manufacture AIC Air Conditioning MRB Marble AF.F. Above Finished Floor MAS Masonry AO. Access Door M.O Masonry Opening AC.BO. Acoustical Board MAX Maximum AC.T. Acoustical Tile

MECH Mechanical ADJ Adjustable MEMB Membrane AGG Aggregate

MET Metal ALT Alternate

MET.DK Metal Deck ALUM Aluminum METL Metal Lath ANCH Anchor

AB Anchor Bolt M Meter

ANOD Anodized MM Mi If meter APPROX. Approximate MLWK Millwork ARCH Architect MIN Minimum ASPH Asphalt MISC Miscellaneous ASSY Assembly MOD Module BSMT Basement MLDG Moulding BM Beam MTG Mounting B.M. Bench Mark MULL Mullion BIT Bituminous (N) New BLK Block NA Not Applicable BLKG Blocking NAT Natural BD Board NOM Nominal BRKT Bracket NIC Not In Contract BLDG Building NTS Not To Scale B.UR. Built-Up Roofing NO Number C.LP Cast-In-Place oc On Center C.L Cast Iron OPNG Opening CLG Ceiling OPP Opposite CEM Cement OPP.H. Opposite Hand CTR Center O.D. Outside Diarneter C.L. Center Line OA Overall CT Ceramic Tile OH Overhead C.M.T Ceramic Mosaic Tile QTY Quantity COL Column Q.T. Quarry Tile CONG Concrete PERF Perforated C.M.U. Concrete Masonry Unit PTO Painted CONST Construction PR Pair CJ. Control Joint PNL Panel CONT Continuous PBD Particle Board CSK Countersunk PTN Partition CU. FT. Cubic Feet PC Piece CU. YD. Cubic Yard PLAS Plaster DP Dampproofing P LAM Plastic Laminate DTL Detail PL Plate DIAG Diagonal PLWD Plywood DIAM Diameter PT Point DIM Dimension PTS Points DR Door POL Polished OTA Dovetail Anchor LB Pound D.T.S. Dovetail Slot PVC Polyvinyl Chloride DN Down PVMT Pavement OS Downspout P.C.Plas. Portland Cement Plaster DWG Drawing PC Precast DIV Division PROP Property EA Each RAB Rabbet ELAS Elastic RAD Radius EL Elevation RE:, REF Refer, Reference ELEC Electric REFL. Reflected ELEV Elevator REINF Reinforce EMER Emergency REQD Required ENCL Enclosure RA Return Air EQ Equal REV Revise EQUIP Equipment RES Resilient EXH Exhaust RET Return EXIST, (E) Existing R.O.W. Right of Way EXP Expansion R Riser EXP.ANCH. Expansion Anchor (R) Remove EXPBLT Expansion Bolt R.D. Roof Drain EXP.JT Expansion Joint RFG Roofing EXPO Exposed RM Roon1 EXT Exterior R.O Rough Opening EIFS Exterior Insulation & Finish System RUB Rubber FAB Fabricate RB Resilient Base FAS Fasten RH. Right Hand FGL Fiber Glass RT. Resilient Tile

FIN Finish SAF.GL Safety Glass FFL Finish Floor SCHED Schedule FE Fire Extinguisher SNT Sealant F.0.C. Face Of Concrete SECT Section F.O.F. Face Of Finish SEP Separate F.O.M. Face Of Masonry SERV Service F.0.S. Face Of Stud SHT Sheet

FPRF Fireproofing SIM Similar FLG Flashing s.c. Solid Core F.H.S. Flat Head Screw SPCL Special FL Floor SPEC Specification FD Floor Drain S.STL Stainless Steel FLMTD. Floor Mounted STD Standard FT Foot STL Steel FON Foundation S.D. Storm Drain FUT Future STRUCT Structural GALV Galvanized SURF Surface GA Gauge SYS System GL Glass TC. Terra Cotta GR Grade TERR Terrazzo GRAN GRANITE THK Thickness GYP.BO. Gypsum WALL BOARD THO Thread GYPPLAS Gypsum Plaster TH RES Threshold HOWE Hardvvare T.&G. Tongue & Groove HD Head TC. Top of Curb HT Height TO.SL. Top of Slab HPT High Point T.O.S. Top of Steel

H/C Handicapped TRAV Travertine H.M. Hollow Metal T Tread H.B. Hose Bibb TBR To Be Removed HORIZ Horizontal TR To Remain H.VAC. Heating/VentilatonlAIC TTB Telephone Terminal Board l.D. Inside Diameter TYP Typical IN Inch UC Undercut INCL Include U.L. Underwriters Laboratories, Inc. INSUL Insulation UNF Unfinished INT Interior V.B. Vapor Barrier INV Invert VAR Varies JT Joint VERT Vertical JST Joist W.T.W. Wall to Wall K.PL. Kick Plate W.H. Wall Hung KO Knockout WP Waterproofing LBL Label wow Window L.B. Lag Bolt W.W.F. Welded Wire Fabric LAM Laminate WO Wood L.H. Left Hand W.P. Work Point LT Light W.i. Wrought Iron L.WC. Light Weight Concrete Wi With LMS Limestone W/O Without LF. Linear Feet YD Yard LNTL Lintel LPT Low Point

REFERENCE SYMBOLS

DETAIL NUMBER

DETAIL NUMBER-t 10/~i .01 SHEET NUMBER_/"'f

121A1.01 ,....., 14/A1.01

BUILDING SECTION

EXTERIOR WALL SECTION

DETAIL SECTION

ELEVATION

, ...... _., I I I L6U ENLARGED PLAN OR ELEVATION

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---~ REVISION NUMBER LAST REVISION ENCLOSED WITH CLOUD

30'-o"

i DIMENSION

TO BREAK OFF PARTS OF DRAWINGS

NORTH ARROW

PROJECT NORTH

DETAIL KEYED DETAIL SYMBOL

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

GENERAL NOTE: 1, IN THE EVENT THAT MIGRATORY BIRDS ARE ENCOUNTERED ON SITE

DURING PROJECT CONSTRUCTION, EVERY EFFORT WILL BE MADE TO AVOID ADVERSE IMPACTS TO PROTECT BIRDS, ACTIVE NESTS, EGGS, AND/OR YOUNG.

FORD POWELL &CARSON Atthitects & Planners1 In-c.

1138 East Commerce Streel San Antonio, Texas 78205 210/226-1246 FPC Project No. 92704-3

Architecture

Planning Preservation

Interior Design

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I & REFERENCE I SYMBOLS : I I I [___ I

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FABRICATE, AND INST ,<l,l..Ll"AAMES. ~.PANEL PRO'J,JDED BY OWNJ.EL ... -

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// BENCH PR9V10ED BY O\A)li{ER, .~- INSTALi,E6 BY CONTRACTOR

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EXISITING CHAINLINK FENCE TO REMAIN

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GENERAL NOTES: IN THE EVENT THAT MIGRATORY BIROS ARE ENCOUNTERED ON SITE DURING PROJECT CONSTRUCTION, EVERY EFFORT WILL BE MADE TO AVOID ADVERSE IMPACTS TO PROTECT BIRDS, ACTIVE NESTS, EGGS, AND/OR YOUNG. PROTECT EXISTING CHAINLINK FENCE TO REMAIN. CONSTRUCTION TRAFFIC PROHIBITED ON HISTORIC GROUNDS. PROTECT EXISTING TREES , SEE CIVIL DWGS.

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REFERENCE DETAIL TO 2/C-101. 2. SITE PLAN #1 - CHANGED SWING DIRECTION OF

GATE.

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1138 East Commerce Street San Antonio, Texas 78205 210/226-1246 FPC Proied No. 92704-3

Architecture Planning Preservation

Interior Design

_____ J

r-------------, ! DATE: 03.01.2016 i I DESIGNED BY:CP I

DRAWN BY: JK . REVIEWED BY: LEH REVISED: 1 1

4/28/20161 REVISED: 1

REVISED:

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SHEETT!TlE

S!TE PLAN

,--~--------·"·~·---·--i I SHEET NUMBER I

A-1011 I I I I 1 I iROS.'\RIO A-101 CO.owrJ L.. ________________ __"l

END/GATE BRACKET LINE BRACKETS

WGNB UPX25/UPX25

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IN-LINE POST

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AT GATE '~' .(

~ 20'-0" - OUT TO OUT ~

2" HINGE CLEARANCE " 2" LATCH CLEARANCtE-.i"w"~-------10'-0" WIDTH GATE LEAF-------~~, f-"-2" HINGE CLEARANCE , ~ 9 f.'l"',fmITTm++:mmITTm++:mmITTmmr::i:tm++:mmR=l#lTil l rWIREWORKS STEEL POST ~I~ I '1 41'x11GA.x6'-91

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iNTERPRETNE PANELS. -~ CONTRACTOR TO FURNISH, FABRICATE, INSTALL, FRAMES AND PANEL INSERT. ART/GRAPHICS PROVIDED BY OWNER.

NOTE: REFER TO STRUCTURAL DRAWINGS FOR DETAILS

CONG. SIDEWALK-~ SEE DTL: 5/C200

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INTERPRETIVE PANEL

""-wlREWORKS STEEL POST 2" x 16 GA. x 6'-9"

REINFORCING ARCHITECTURAL "V" FOLD - SEE DTL 4/A-201

V---~EFER TO MANUFACTURER'S · REQUIREMENTS FOR DIMENSIONS

AND DEPTH.

FENCE

~8Wi11 &CARSON Architects & Planner._, Inc.

IN THE EVENT THAT MIGRATORY BIRDS ARE ENCOUNTERED ONSITE DURING PROJECT CONSTRUCTION, EVERY EFFORT WILL BE MADE TO AVOID ADVERSE IMPACTS TO PROTECT BIRDS, ACTIVE NESTS, EGGS, AND/OR YOUNG.

1138 East Commerce Street San Antonio, Texas 78205 210/226· 1246 FPC Proiect No. 92704-3

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I INTERPRETIVE PANEL I & FENCE I ELEVATiONSAND I DE!"AILS

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IA-2011 I ' i I

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EXISTING SIGN TO REMAIN. PROVIDE PROTECTION.

APPROXIMATE LIMITS OF CONSTRUCTION AREA= 0.6 ACRES

CIVIL EROSION & SEDIMENT CONTROL PLAN 111 = 20'-0u

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EXISTING 35" MESQUITE TREE TO REMAIN. RE: 2/C-101 FOR TREE ARMOR AND FENCING.

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. EXISTING CHAIN LINK FENCE TO REMAIN. PROVIDE PROTECTION FOR FENCE TO REMAIN.

GENERAL NOTES: 1. SEE SHEET C-101 FOR EROSION & SEDIMENT CONTROL

DETAILS.

IN THE EVENT THAT MIGRATORY BIRDS ARE ENCOUNTERED ONSITE DURING PROJECT CONSTRUCTION, EVERY EFFORT WILL BE MADE TO AVOID ADVERSE IMPACTS TO PROTECT BIRDS, ACTIVE NESTS, EGGS, AND YOUNG.

LEGEND

--- LOC-- LOC-- LOC-

---MS MS---

---RB RB ---

-x-x-x-x-

FLOW DIRECTION

LIMITS OF CONSTRUCTION

MULCH SOCK

PROPOSED DEMOLITION

ROCK BERM

TREE ARMOR

Jose I. Guerra, Inc. Consulting Engineers

310 South St. Mary's Street Suite 825 San Antonio, Texas 78205

(210) 802-0922

Structural+Civil•Mechanical•Electrical

TBPE FIRM F-3

FORD POWELL &CARSON


1138 East Commerce s2t0reet San Antonio, Texas 78 5 210/226-1246 FPC Project No. 92704-3 15039 C-1

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DATE: 03.01.2016 DESIGNED BY:GF DRAWN BY:GF REVIEWED BY: CC REVISED:

REVISED:

REVISED:

SHEET TITLE

CIVIL EROSION & SEDIMENT

CONTROL PLAN

SHEET NUMBER

C-100

Erosion & Sediment Co ol Pl~

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POSTS -

4 FT SPACING (BOTH SIDES)

ANCHOR POSTS OR EARTH ANCHORS PLACE ADDITIONAL MULCH

MATERIAL TO FILL SEAM BETWEEN THE SOCK AND THE GROUND

DIRECTION OF FLOW

I

M\JLCi-1SOCK

MULCH MATERIAL

MULCH SOCK MATERIAL

USE UNTREATED WOOD CHIPS PRODUCED FROM A 3 (THREE) INCH MINUS SCREENING PROCESS (EQUIVALENT TO TXDOT ITEM 161, COMPOST, SECTION 1.6.2.B, WOOD CHIP REQUIREMENTS).

MULCH CONSISTS PRIMARILY OF ORGANIC MATERIAL, SE PARA TED AT THE POINT OF GENERATION, AND MAY INCLUDE: SHREDDED BARK, STUMP GRINDINGS, OR COMPOSTED BARK.

MINIMUM 12" OVERLAP DO NOT LARGE PORTIONS OF SILT, CLAYS, OR FINE SANDS ARE NOT ACCEPTABLE IN

STACK MULCH SOCKS THE MULCH.

NOTES:

1. STEEL OR WOOD POSTS WHICH SUPPORT THE MULCH SOCK SHALL BE INSTALLED ON A SLIGHT ANGLE TOWARD THE ANTICIPATED RUNOFF SOURCE. POST MUST BE EMBEDDED A MINIMUM OF (24 inches). IF WOOD POSTS CANNOT ACHIEVE (24 inches) DEPTH, USE STEEL POSTS. EARTH ANCHORS ARE ALSO ACCEPTABLE.

2. THE TOE OF THE MULCH SOCK SHALL BE PLACED SO THAT THE MULCH SOCK IS FLAT AND PERPENDICULAR TO THE LINE OF FLOW. IN ORDER TO PREVENT WATER FROM FLOWING BETWEEN THE JOINTS OF ADJACENT ENDS OFMULCH SOCKS, LAP THE ENDS OF ADJACENT MULCH SOCKS A MINIMUM OF 12 inches.

3. MULCH MATERIAL MUST BE FREE OF REFUSE, PHYSICAL CONTAMINANTS, AND MATERIAL TOXIC TO PLANT GROWTH; IT IS NOT ACCEPTABLE FOR THE MULCH MATERIAL TO CONTAIN GROUND CONSTRUCTION DEBRIS, BIOSOLIDS, OR MANURE.

4. SOCK MATERIAL WILL BE 100% BIODEGRADABLE, PHOTODEGRADABLE, OR RECYCLABLE SUCH AS BURLAP, TWINE, UV PHOTOBIODEGRADABLE PLASTIC, POLYESTER, OR ANY OTHER ACCEPTABLE MATERIAL.

5. MULCH SOCKS SHOULD BE USED AT THE BASE OF SLOPES NO STEEPER THAN 2:1.

6. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF 6 inches. THE SILT SHALL BE DISPOSED OF ON AN APPROVED SITE AND IN SUCH A MANNER THAT WILL NOT CONTRIBUTE TO ADDITIONAL SILTATION.

8 MULCH SOCK 1 r-------NO SCALE

TREE PROTECTION FENCING:

FOR CONSTRUCTION MORE THAN 4' TO TREE TRUNK.

WOOD SLAT TREE PROTECTION:

FOR CONSTRUCTION CLOSER THAN 4' TO TREE TRUNK.

DRIP LINE OF TREE

r DRIP LINE OF TREE

nM

TIE CONSTRUCTION FENCING TO EACH "T" POST WITH BAILING WIRE IN 3 LOCATIONS

6' LONG "T" POSTS, APPROX. 10'-0" O.C.

CONSTRUCTION FENCING EQUAL TO UTILITY SAFEGUARD, ORANGE ORIENTED CROWD CONTROL FENCE #FR-OL35, PHONE 877-899-7233.

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NOTES:

WRAP 10 GA. WIRE AROUND OUTSIDE OF SLATS TO SECURE TO TREE

INSTALL 2X4 OR 2X6 WOOD SLATS TO PROTECT TREE BARK FROM EQUIPMENT DAMANGE

1. TREE PROTECTION SHALL BE MAINTAINED FOR ALL EXISTING TREES WITHIN 20' OF CONSTRUCTION AND CONSTRUCTION ACCESS ROUTES THROUGHOUT THE CONSTRUCTION PERIOD.

2. INSTALL WOOD SLAT TREE PROTECTION WHEN CONSTRUCTION IS CLOSER THAN 4' TO TREE TRUNK.

3. INSTALL TREE PROTECTION FENCING WHEN CONSTRUCTION IS FURTHER THAN 4' TO TRUNK.

4. PARKING OR VEHICULAR TRAFFIC WITHIN TREE DRIP LINES SHALL BE PROHIBITED UNLESS AUTHORIZED BY OWNER'S REPRESENTATIVE.


310 South St Mary's Street Suite 825 San Antonio, Texas 78205

(2 iO) 802-0922

Structural•Civil+ Mechanical•Electrical TBPE FIRM F-3

FORD POWELL &CARSON


1138 East Commerce Street San Antonio, Texas 78205 210/226-1246 FPC Project No. 92704-3 15039 c-10

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REVISED:

REVISED:

SHEET TITLE

CIVIL EROSION & SEDIMENT

CONTROL DETAILS

SHEET NUMBER

C-101 rosion & Sediment Cont I Dell

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NEW 36"X36" STOP SIGN. TXDOT DESIGNATION R1-1.

148.08 P.G.

EXISTING 24" ELM TREE TO REMAIN. RE: 2iC-101 FOR TREE ARMOR AND FENCING

. . 161.82

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<:1 ~,-NEW 18" REINFORCED CONCRETE

PIPE CULVERT WITH TYPE II SAFETY END TREATMENT. RE: C-500, 600, 700 FOR TXDOT STANDARD DETAILS.

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EXISTING MISSION ROSARIO GRANITE MONUMENT TO REMAIN. PROTECT FROM DAMAGE

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NEW ASPHALT DRIVEWAY

is1 RE:3/C-200

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NEW HANDICAP PARKING SIGN RE: 3/C-500

163.10 P.G.

--163.19' P.G.

162.47 P.G.

162.82 P.G. _..-· ....

/162.91 P.G.

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163.57 P.G~-

END OF ASPHALT

DRIVEWAY

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ENLARGED PARTIAL GRADING PLAN 1" = 10'-011

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WHEEL STOPS, TYP.

.. ..··i/ THIS SHEET

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1593 i. . . .. .-/

- - -~ - •",/,...-' .. CONCRETE PARKING // •• PAVEMENT. RE: 4/C-200

NEW SIDEWALK RE: 5/C-200

CONTRACTOR TO FURNISH, FABRICATE AND INSTALL INTERPRETATIVE PANEL FRAMES. OWNER TO PROVIDE ART PANEL.

NEW FENCE RE: ARCHITECTURAL


EXISTING CHAIN LINK FENCE TO REMAIN. PROTECT FROM DAMAGE

5'± ·-----

SITE FILL SECTION\

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3000 PSI CONCRETE --

VARIES f----~----'-'-''-"""'--------~

#4 BARS PLACED AT 12" O.C. BOTH DIRECTIONS

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CONCRETE PAVEMENT DETAIL NOTTO SCALE

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EXISTING GRADE

1/-3000 PSI CONCRET~ ~~!'g_~~g~~ DIRECTIONS

SUBGRADE SOIL 1" SAND BED

NOTE: CONTROL JOINTS TO BE AT 5'-0" 0.C. EXPANSION JOINTS TO BE AT 40'-0" O.C. SEE 2/C-701 FOR EXPANSION DOWEL DETAIL

5 CONCRETE SIDEWALK DETAIL NOTTO SCALE

4" COMPACTED CRUSHED GRANITE WEAR COURSE

NOTE: WEAR COARSE TO BE 1" MINUS GRANITE GRAVEL FROM COLLIER MATERIALS

GRAVEL DRIVEWAY DETAIL

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REVISION 1 SUMMARY:

NOTTO SCALE

GENERAL NOTES: 1.

2. 3.

FINAL RIGID AND FLEXIBLE PAVEMENT SECTION DETAILS ARE PENDING GEOTECHNICAL PAVEMENT RECOMMENDATIONS. TXDOT DRIVEWAY PERMIT APPROVAL IS PENDING. ALL NON-PAVED DISTURBED AREAS TO BE RE-SEEDED WITH SEED APPROVED BY OWNER. RE: 1/C-400 FOR AREA OF DISTURBANCE.

IN THE EVENT THAT MIGRATORY SIROS ARE ENCOUNTERED ONSITE DURING PROJECT CONSTRUCTION, EVERY EFFORT WILL BE MADE TO AVOID ADVERSE IMPACTS TO PROTECT BIRDS, ACTIVE NESTS, EGGS, AND YOUNG.

1. CHANGED SWING DIRECTION OF GATE. 2. ADJUSTED GRADING TO MEET 2% MAXIMUM SLOPE CRITERIA IN HANDICAP PARKING AREA 3. ELIMlNATED ARROW INDICATING EJ POINTING TO CONTROL JOINT IN WALK. 4. ADDED JOINTING NOTES TO DETAIL 5 THIS SHEET.

NOTE REVISION 1 DRAWING C-200

DATED 04/2812016 SUPERSEDES AND REPLACES DRAWING C-200 DATED 03/01/2016

Jose I. Guerra, Inc . Consulting Engineers


(210) 802-0922

Structural•C.ivil+Mechanical+E1ectrica1

TBPE FIRM F-3

FORD POWELL &CARSON


1138 East Commerce Street San Antonio, Texas 78205 210/226-1246

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DATE: 03.01.2016 DESIGNED BY:GF DRAWN BY:GF REVIEWED BY: CC REVISED: REV. 1

04/28/2016 REVISED:

REVISED:

SHEET TITLE

CIVIL GRADING AND SITE

PLAN

SHEET NUMBER

C-200 FPC Project No. 92704-.3 150391.5;;ii2i;O;i;O;iiGiiraiiidiiiin;iigi;;iaiiiniid;;iSii;iti;e;i;!,l.n.dw•

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FOR TREE ARMOR

··NEW i.S" REINFORCED CONCRETE PIPE CULVERT WITH TYPE II SAFETY END TREATMENT. RE: C·600 & 700 FOR TXDOT STANDARD DETAILS.

152.2

·EXISTING MISSION ROSARIO GRANITE MONUMENT TO REMAIN

EXISTING SIGN TO REMAIN

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RE: 3/C-500

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TBPE FIRM F-3

FORD POWELL &CARSON Architects & l"la1111ers1 Inc.


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San Antonio, Texas 78205 (210) 802-0922

Structural•Civil•Mechanical+Electrical

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DATED 04/28/2016 SUPERSEDES AND REPLACES DRAWING C-500 DATED 03/01/2016

0 Jose I. Guerra, Inc. Consulting Engineers

310 South St. Mary's Street Suite 825 San Antonlo, ~rexas 78205

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Srructural•Ci vil•?vlechanical•Electrical

TBPE FIRM F-3

FORD POWELL &CARSON

Architecture Planning Preservation Interior Design Architects & llf."lnnerSJ, L"'U:.

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TBPE FIRM P-3

FORD PO\\TELL &CARSON Architects & P1.anners, Inc.


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PREcAsT SAFETY END TREATMENT

TYPE U - CROSS DltAJNAGE

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THESE SHEETS ARE STANDARD TXDOT SHEETS Al\ID HAVE l\IOT BEEi\! MODIFIED.

0 Jose I. Guerra, Inc. Consulting Engineers

310 South St Mary's Street Suite 825 San Antonio, 'fexas 78205

(210) 802-0922

Structural+Civil+Mechanical+Electrical TBPE FIRM F-3

FSRD P WELL &CARSON Architecu: &_Plan.net's, Inc-


1138 East Commerce Street San Antonio, Texas 78205 210/226-1246 FPC Project No. 92704-3 150

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REVISED:

REVISED:

SHEET TITLE


SHEET NUMBER

C-700 C-700 TXDOT Standar wg

COORDINATION

1. Only large openings in structural framing members are shown on the structural drawings. However, all sleeves, embeds, inserts, openings and frames that are necessary for the work shall be provided. The Contractor shall coordinate with all trades sizes, locations and placement. All openings and embedded items which have an effect on the structure shail be submitted to the Engineer for review.

2. Refer to Architectural, Civil, Mechanical, Electrical and Plumbing drawings for slab elevations, slopes and drains.

4. Shop drawings shall be prepared for all structural items and submitted for review by the Engineer. Contract Drawings shall not be reproduced and used as shop drawings. All items deviating from the Contract Drawings or from previously submitted shop drawings shall be noted.

SUBSTITUTIONS

1. All requests for substitutions of materials or details shown In the contract documents shall be submitted for approval during the bidding period. Once bids are accepted, proposed substitutions will be considered only when they are officially submitted with an identified savings to be deducted from the contract.

CODES

1. IBC 2012 International Building Code with City of Austin Amendments.

2. Wind and Earthquake Loads: Minimum Design Loads for Building and Other Structures, American Society of civil Engineers, ASCE 7-10

3. Structural Concrete: Building Code Requirements for Reinforced Concrete, American Concrete Institute, ACI 318-11.

5. Aluminum: 2105 Aluminum Design Manual, Aluminum Association.

SUBMITTALS

1. Shop drawings shall be prepared for all structural items and submitted for review by the Engineer. Contract Drawings shall not be reproduced and used as shop drawings. All items deviating from the Contract Drawings or from previously submitted shop drawings shall be clouded.

2. The contractor shall review shop drawings for compliance with the contract documents and shall certify that he has done so by a stamp noting that the drawings have been "Approved" and which bears the signature (or initials) of an authorized representative of the contractor and the date. Submittals which do not reflect the contractor's approval, signature and date will be returned without review.

3. The contractor shall be responsible for delays caused by rejection of inadequate shop drawings.

4. Where review and return of shop drawings is required or requested, the engineer will review each submittal and, where possible, return within 2 weeks of receipt.

5. Corrections or comments on shop drawings or manufacturer's data sheets do not relieve the contractor from compiiance with requirements of the plans and specifications. The engineer's review is for general conformance with the requirements of the contract documents. The contractor is responsible for confirming and corr-ecting all quantities and dimensions, selecting fabrication processes and techniques of construction, and coordinating his work with that of all other contractors.

6. Refer to individual sections for specific submittal requirements.

FRAMING PLAN SCALE: 1/4n:::: 1'-0"

L

TESTING LABORATORY SERVICES

1. Work specified herein shall be performed by a qualified independent Testing Laboratory, selected and paid by the Owner.

5. Footing excavation: Inspect the excavations to determine that the proper bearing stratum is obtained and utilized for bearing and that excavations are properly clean and dry before concrete is placed.

6. Concrete inspection and testing:

a. Secure composite samples of concrete at the jobsite in accordance with ASTM Cl 72.

b. Mold and cure three specimens from each sample in accordance with ASTM C31. Test specimens in accordance with ASTM C39. Two specimens shall be tested at 28 days for acceptance and one shall be tested at seven days for information.

c. Perform one strength test (three cylinders} for each pour.

7. Concrete Reinforcement: Inspect all concrete reinforcing steel and embedded metal assemblies prior to placement of concrete for compliance with Contract Documents and shop drawings. All instances of non-compliance shall be immediately brought to the attention of the contractor for correction, and if uncorrected, reported to the engineer.

CONCRETE FOOTINGS

1. Concrete footing design is based on an allowable net bearing capacity of 2,000 psf in

3. Footings not specifically located on the plan shall be located on centerline of pilaster or column above. Where no pilaster or column occurs, locate on centerline of wall or bearn.

4. Provide dowels from footings into concrete above using same bar size and number as shown for pilaster or column above. Where no pilaster or column occurs, use 4-#7 dowels. Extend dowels 30 bar diameters into pier and wall, beam, pilaster or column u.n.o.

5. Elevation of top of plinths/footings, unless noted otherwise on drawings, is at the bottom of the deepest intersecting beam or wall supported by the footing.

6. Footing excavations shall be to neat lines and shall be free of loose or wet materials.

7. Footing reinforcing and concrete shall be placed immediately after excavations are complete; in no case shall a footing be excavated that cannot be placed by the end of the workday.

8. See plans and schedules for footing sizes, reinforcing and depths.

9. Reinforcing steel shop drawings shall include placing drawings for templates to set dowels in footings.

10. All footings shall be inspected by a representative of a geotechnical engineer licensed in Texas in order to ensure that the proposed bearing material has been reached and that the footing has been constructed to specified size, with detailed reinforcing, and to specified tolerances.

2

S-100

CAST IN PLACE CONCRETE

1. Cast in place concrete shall meet the following requirements:

Class

A

28 Day Strength

3,000 psi

Aggregate Type Size Slump

NW C33 3/4"

Use

Foundations

6. Embedded conduits, pipes, and sleeves shall meet the requirements of ACI 318-02, Section 6.3, including the following:

a. Conduits and pipes embedded within a slab, wail, or beam (other than those passing through) shall not be larger in outside dimension than Y, the overall thickness of the slab, wall or beam in which they are embedded.

b. Conduits, pipes and sleeves shall not be spaced closer than three diameters or wldths on center.

8. Submittal: Submit proposed mix designs in accordance with ACI 301, chapter 3,9. Each proposed mix design shall be accompanied by a record of past periormance based on at least 30 consecutive strength tests, or by three laboratory trial mixtures with confirmation tests.

CONCRETE REINFORCING

1. Reinforcing steel shall be deformed new billet steel bars In accordance with ASTM A615 Grade 60.

2. Detailing of reinforcing steel shall conform to the American Concrete Institute Detailing Manual.

3. All hooks and bends in reinforcing bars shall conform to ACI detailing standards unless shown otherwise.

4. Provide reinforcing bars in accordance with the bar bending diagram if bar types are specified. In unscheduled beams, slabs, columns and walls detail reinforcing as follows:

a. Lap top reinforcing bars at mid span.

b. Lap bottom reinforcing bars at the supports.

c. Lap vertical bars in columns and walls only at floor lines, unless noted otherwise.

d. Refer to lap sp!ice schedule for splice length requirement.

e. Reinforcement labeled as continuous shall be lap spliced 38 bar diameters as a minimum, unless otherwise noted.

f. Provide standard hooks in top bars at cantilever and discontinuous ends of beams, walls and slabs.

g. Provide corner bars for all horizontal bars at the inside and outside faces of intersecting beams or walls. Corner bars are not required if top, bottom, or horizontal bars are hooked.

PAVEMENT BY OTHERS REF. CIVIL DWGS.

2 1/2"x2 1/2" ALUMINUM TUBE FRAME (TYP. OF 3)

12"¢ REINFORCED CONC. PIER x 3'-0" DEEP (TYP. OF 6)

5. Welding of reinforcing steel will not be permitted.

6. Heat shall not be used in the fabrication or installation of reinforcement.

7. Reinforcing steel clear cover shall be as follows:

a. Grade beams -

b. Drilled piers - 3" bottom, 3" sides c. Walls - 2" d. Columns - lW' e. Slabs above grade -f. Beams above grade -g. Concrete joists -

1~" top, 3" bottom, 2" side (formed), 3" side (placed against earth)

1" 1~" 1"

9. Submittal: Submit shop drawings for fabrication, bending, and placement of concrete reinforcement. Comply with ACI 315 "Details and Detailing of Concrete Reinforcement". Do not reproduce the Contract Drawings for use as shop drawings.

ALUMINUM

1. Structural aluminum shall be Grade 6061-T6.

2. Joints shall be mechanically connected using stainless steel connectors.

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3' - 6"

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-- EXPANSION JOINT AT VERTICALS REF. CIVIL

PAVING BY OTHERS

12" DIA, REINFORCED CONCRETE FOOTING W/(4)-#5VERT.,113 TIES @ 12" 0.C. (TYP.)

~ PLACE FOUNOATION ON UNDISTRURBED COMPACTED SOIL

ELEVATION - PANEL FRAMING

-1 I

SCALE: 1" = 1'-0"

IN THE EVENT THAT MIGRATORY BIRDS ARE ENCOUNTERED ONSITE DURING PROJECT CONSTRUCTION, EVERY EFFORT MUST BE MADE TO AVOID ADVERSE IMPACTS TO PROTECT BIRDS, ACTIVE NESTS, EGGS, AND/OR YOUNG

~~ Architectural Engineers

c:~lv Ct>llahorative

Littlefield Building 106 E. 5T" Street Suite 450

1 FIRM REG.#: I AEC IOB#:

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FORD POWELL &CARSON Archilecti; &. f'limn<rs, Inc.

1138 East Commerce Street San Antonio, Texas 78205 2101226-1246 FPC Project No, 92704-3

Austin, TX 78701

p $12.472.21.11 www.aeco!lab.com

F-1985 1S033A

e Architectur Planning Preservatio Interior Des

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GENERAL NOTES, FRAMING PLAN

AND DETAIL

-SHEET NUMBER

S-100

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