Best Western Tenant Improvements - Blimpies 300 N ...barcom.cc/wp-content/uploads/2016/07/Blimpies-s-.pdf · M-2 See architectural drawings for floor elevations and slopes. M-3 The

GENERAL NOTES ABBREVIATIONS& AND

@ AT

° DEGREE

# NUMBER / POUND

A.B. ANCHOR BOLT

ACI AMERICAN CONCRETE INSTITUTE

ACS ALL COMMON SURFACES

A.F.F. ABOVE FINISHED FLOOR

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

AIS AMERICAN IRON AND STEEL INSTITUTE

ALT. ALTERNATE

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPROX. APPROXIMATE

ARCH'L ARCHITECT/ ARCHITECTURAL

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIAL

B.L. BUILDING LINE

BLDG. BUILDING

BM. BEAM

B.O. BOTTOM OF

BOT. BOTTOM

B.A. BASE PLATE

BRDG. BRIDGING

BT. BENT

BTWN. BETWEEN

B.W. BOTH WAYS

C CHANNEL

CANT. CANTILEVER

C.I.P. CAST-IN-PLACE

C.J. CONSTRUCTION JOINT / CONTROL JOINT

CL. CENTER LINE

CLG. CEILING

CLR. CLEAR

CMU CONCRETE MASONRY UNIT

COL. COLUMN

CONC. CONCRETE

CONN. CONNECTION

CONST. CONSTRUCTION

CONT. CONTINOUS

DEMO. DEMOLITION

DIA./! DIAMETER

DIA. DIAGONAL

DIM. DIMENSION

D.L. DEAD LOAD

DN. DOWN

DWL. DOWEL

DWG. DRAWING

EA. EACH

E.E. EACH END

E.F. EACH FACE

E.J. EXPANSION JOINT

EL. ELEVATION

EMB. EMBEDMENT/EMBEDDED

EQ. EQUAL

EQUIP. EQUIPMENT

E.W. EACH WAY

EXIST. EXISTING

EXP. EXPANSION

EXT. EXTERIOR

F.D. FLOOR DRAIN

F.F. FINISH FLOOR

FIN. FINSIH

FLR. FLOOR

FNDN. FOUNDATION

F.S. FAR SIDE

FT. FOOT

FTG. FOOTING

GA. GAUGE

GALV. GALVANIZED

GR. GRADE

H.C.A. HEADED CONCRETE ANCHOR

HGT. HEIGHT

HI. HIGH

HORIZ. HORIZONTAL

H.S. HIGH STRENGHT (BOLT)

I.D. INSIDE DIAMETER

I.F. INSIDE FACE

IN. INCH

INFO. INFORMATION

INT. INTERIOR

INV. INVERTED

JT. JOINT

JST. JOIST

K KIP (1,000 LBS)

KG. KILOGRAMS

KSI KIPS PER SQUARE INCH

L ANGLE

LBS. POUNDS

LF LINEAR FOOT

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LO. LOW

LVL. LEVEL

M METERS

MAS. MASONRY

MAX. MAXIMUM

M.E.P. MECHANICAL/ELECTRICAL/PLUMBING

MECH. MECHANICAL

MFR. MANUFACTURER

MIN. MINIMUM

MISC. MISCELLANEOUS

MM. MILLIMETER

M.O. MASONRY OPENING

Mpa MEGA PASCALS

N.I.C. NOT IN CONTRACT

NOM. NOMINAL

N.S. NEAR SIDE

N.T.S. NOT TO SCALE

OC ON CENTER

O.D. OUTSIDE DIAMETER

OPP. OPPOSITE

Pa PASCALS

P/C PRECAST

PL. PLATE

PLYWD. PLYWOOD

PLF POUNDS PER LINEAR FOOT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PREFAB. PREFABRICATED

R RISER

RAD. RADIUS

R.D. ROOF DRAIN

REF. REFERENCE

REINF. REINFORCING/REINFORCED

REQ'D. REQUIRED

R.O. ROUGH OPENING

SCHED. SCHEDULE

SECT. SECTION

SHT. SHEET/SHEATHING

SIM. SIMILAR

S.J. SAWED JOINT

SL. SLOPE

S.O.G. SLAB-ON-GRADE

SPA. SPACES/SPACING

SPEC. SPECIFICATION

SQ. SQUARE

STD. STANDARD

STIFF. STIFFENERS

STIR. STIRRUPS

STL. STEEL

STRUCT. STRUCTURE/STRUCTURAL

SUPT. SUPPORT

SUSP. SUSPENDED

SYM. SYMMETRICAL

T TREAD

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

THK. THICK/THICKNESS

T.O. TOP OF

T.O.C. TOP OF CONCRETE

T.O.D. TOP OF DECK

T.O.F. TOP OF FOOTING

T.O.J. TOP OF JOIST

T.O.L. TOP OF LEDGER

T.O.P. TOP OF PANEL

T.O.S. TOP OF STEEL

T.O.W. TOP OF WALL

TOPP. TOPPING

TYP. TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

VERT. VERTICAL

WD. WOOD

WF. WIDE FLANGE

W/ WITH

W/O WITHOUT

WT. WEIGHT

W.W.F. WELDED WIRE FABRIC

STEEL FLOOR DECK CONSTRUCTION

FD-1 Floor slabs shall be 3" concrete on 9/16" deep, 28 gage galvanized corrugated metal deck 0.6C28 as manufactured by Vulcraft or approved equal. Each deck sheet shall span over at least 4 supports. Deck shall conform to SDI Standards and shall have the following properties: Ip = 0.012 IN4/FT In = 0.012 IN4/FT Sp = 0.035 IN3/FT Sn = 0.036 IN3/FT Fy = 60 K.S.I.

Reinforce slabs with 6" x 6" - W2.9 x W2.9 welded wire mesh flat sheets only lapped one mesh plus 2" at ends and sides.

Lap corrugated metal deck 2" at ends and sides of sheet. Weld to all supports at each side and center of sheet. (3 locations per support) Weld at each end and side of sheet and at all inter-mediate supports. All welds shall be 5/8” puddle welds made through manufacturer's standard weld washers.

TEXAS DEPARTMENT OF INSURANCE WINDSTORM INSPECTION REQUIREMENTS

TDI-1 All exterior doors and windows must comply with and be installed in accordance with ASTM E1886, ASTM E1996 and TDI requirements.

TDI-2 Submit P.E. sealed shop drawings for all exterior doors and windows to be installed showing compliance with the above listed requirements and applicable wind loads. The installation method to be used must be clearly shown on the shop drawings. The installation method must have accompanying TDI approved documentation.

TDI-3 The Structural Engineer must be allowed to inspect the installation of all door and window fasteners prior to the installation of the glazing.

TDI-4 Refer to the Architectural construction documents for roof performance requirements. The installation of the TDI approved roofing system must be inspected by the Testing Lab.

WOOD FRAMING

WF-1 All lumber and its fastenings shall conform to the National Design Specification for Wood Construction, latest edition, by the National Forest Products Association.

WF-2 All wood framing shall be WOLMANIZED Southern Yellow Pine, Grade 2, or approved equivalent unless noted otherwise. All bolts shall be galvanized.

WF-3 Coordinate all dimensions with the Architectural drawings.

WF-4 All joist and beam connections with supporting members shall be provided with hangers of appropriate size and gage as manufactured by Simpson Strong-Tie or equal.

WF-5 Refer to the Architectural drawings for the TREX DECK products that are to be used on this project (flooring, fascia, railing, etc.). Manufacturer's shop drawings must clearly indicate all installation, fastening, bolting and anchorage details required to meet TDI requirements. Live load deflections shall be limited to L/360. Total load deflection shall be limited to L/240.

ROOF/WALL SHEATHING

RW-1 Roof sheathing shall be 5/8" APA RATED PLYWOOD or OSB SHEATHING EXP 1, EXP 2 or EXTERIOR with a Panel Span Rating of 40/20.

RW-2 Wall sheathing shall be 1/2” thick APA RATED PLYWOOD or OSB SHEATHING EXP 1, EXP 2 or EXTERIOR with a Panel Span Rating of 32/16.

RW-3 Panels shall be screwed to supports in accordance with American Plywood Association recommendations.

RW-4 Install panels with the long dimension of the panel across supports, except where noted, and with panel continuous over two or more spans. Allow 1/8" spacing at panel ends and 1/4" at panel edges. Screw 4" on center along panel edges and 12" on center at intermediate supports. Use #8-18 screws.

COLD FORMED LIGHT GAGE METAL FRAMING

LG-1 Submit shop drawings for all cold formed metal framing used to support exterior cladding. Shop drawings shall indicate placing of all framing members showing type, size, gage, number, location and spacing. They shall also indicate supplemental strapping, bracing, splices, bridging, accessories and details required for proper installation. Shop drawings must indicate type of fastening system used along with size and number of fasteners.

LG-2 Welded connections shall show size and length of welds for all connections.

LG-3 Screwed connections shall show type, size and number of screws for all connections. Submit manufacturer's data giving strength values for screws used.

LG-4 The Engineer of record will not be responsible for cold formed metal framing erected without approved shop drawings.

INSPECTION BY THE TESTING LAB

TLI-1 The testing lab shall provide special inspection of the following items in accordance with the code. Re-inspect as required until all items pass inspection. Written reports shall be submitted to the Engineer.

1. Footing Excavations: Verify that footing excavations at wood patio deck are of the proper diameter and depth and that all loose debris has been removed from the excavation prior to concrete placement.

2. Concrete: During the taking of test specimens and placing of concrete.3. Field Welds: Inspect all field welds.4. Roofing System: The installation of the TDI approved roofing system must be

inspected by the Testing Lab to be in conformance with the approved shop drawings submitted by the General Contractor.

TLI-2 The testing lab shall provide testing and inspection services for all items listed in Chapter 17 of the 2009 International Building Code. Re-inspect as required until all items pass inspection. Written reports shall be submitted to the Engineer.

TL-3 Periodic site observations by the Testing Lab are solely for the purpose of determining if the work of the Contractor is proceeding in general accordance with the structural contract documents. These limited site observations should not be construed as exhaustive or continuous to check the quality or quantity of the work, but rather periodic in an effort to guard the Owner against defects or deficiencies in the work of the Contractor.

TL-4 The Contractor shall notify the Testing Lab 48 hours in advance of any concrete placement.

TL-6 Do not cover up structural framing until it has been reviewed by the Testing Lab.

APPLICABILITY OF TYPICAL DETAILS

TD-1 Typical Details shall apply to ALL such situations and conditions which are similar to the condition shown on the detail or verbally described in the title of the detail or notes on the detail.

TD-2 Typical Details shall apply regardless of whether or not the detail section mark is cut on the plans.

MISCELLANEOUS

M-1 Concrete shall be placed in footings immediately after excavation.

M-2 See architectural drawings for floor elevations and slopes.

M-3 The Contractor shall compare structural sections with architectural sections and report any discrepancy to the architect prior to fabrication or installing structural members.

M-4 Changes shall not be made to the drawings without written approval of the Engineer.

M-5 Shop drawings shall be submitted for all structural items including concrete mix design, epoxy, structural steel, steel floor deck and light-gage metal studs.

M-6 Design of Roof Structure is based on a net roof slope of 1/4” per foot or greater.

SITE OBSERVATION BY THE STRUCTURAL ENGINEER

SV-1 Periodic site observations by field representatives of REM Engineering are solely for the purpose of determining if the work of the Contractor is proceeding in general accordance with the structural contract documents. These limited site observations should not be construed as exhaustive or continuous to check the quality or quantity of the work, but rather periodic in an effort to guard the Owner against defects or deficiencies in the work of the Contractor.

SV-2 The Contractor shall notify the Engineer and Testing Lab 48 hours in advance of any concrete placement.

SV-3 The Contractor shall not place any concrete until all footing excavations have been reviewed by the Structural Engineer and Testing Lab AND all corrections made by the Contractor. It is the Contractor's responsibility to ensure that all corrections have been made.

SV-4 Do not cover up structural framing until it has been reviewed by the Engineer and Testing Lab.

REPRODUCTION NOTE

R-1 The use of reproductions of these contract drawings by any contractor, subcontractor, erector, fabricator, or material supplier in lieu of preparation of shop drawings signifies his acceptance of all information shown hereon as correct, and obligates himself to any job expense, real or implied, arising due to any errors that may occur hereon.

GENERAL

GC-1 The contract structural documents represent the finished structure, and, except where specifically shown, do not indicate the method or means of construction. The Contractor shall supervise and direct the work and shall be solely responsible for all construction means, methods, procedures, techniques, and sequence.

GC-2 The structure has been designed to resist design loads only as a completed structure. Applications of construction loads to the partially completed structure shall be considered by the Contractor and so included in the design of shoring, bracing, formwork, and any other supporting elements provided for construction of the structure. During erection and until all permanent connections are made, the Contractor must provide temporary bracing to brace the structure in all directions.

GC-3 The Engineer shall not have control or charge of, and shall not be responsible for, construction means, methods techniques, sequences, or procedures for safety precautions and programs in connection with the work, for the acts or omission of the Contractor or any other persons performing any of the work, or for the failure of any of them to carry out the work in accordance with the contract documents.

GC-4 General Contractor shall check and verify all dimensions, grade conditions, and framing conditions, (both new and existing) reporting any discrepancies to the Engineer before proceeding with any phase of the work as he will be responsible for all work fitting as intended by the construction documents.

STRUCTURAL DESIGN CRITERIA

SD-1 A. Live loads:1. Roof - 20 PSF2. Patio Floor - 100 PSF (Non-Reduce-able)3. Cooler/Freezer/Storage Floor - 125 PSF (Non-Reduce-able)4. Combinations in accordance with IBC 1605.3.1

B. Wind loads - ASCE 7-05 (IBC 1609.1) Basic wind speed (MPH) 120 (3-Second Gust) Exposure classification D Importance Factor 1.0, Category II

C. Ground Snow Load 0 PSF

D. Seismic Design Category A

SD-2 Applicable codes:A. 2009 International Building CodeB. ASCE 7-05C. ACI 318-08D. AISC Ninth Edition 1989E. AWS D1.1

SUBGRADE PREPARATION UNDER NEW PATIO - WOOD DECK

SP-1 Existing subgrade material must be removed as needed so create a minimum three (3) inch clearance between the finished grade and the underside of the lowest patio wood deck framing member(s).

CONCRETE:

CO-1 All concrete shall test 3000 PSI at 28 days and shall be in accordance with ACI 301. Flyash shall not exceed 20 percent. Testing shall be the sole responsibility of the builder and any substandard strengths shall be reported to the Engineer. Concrete shall be placed and cured in accordance with ACI 302.1R.

CO-2 There shall be no horizontal construction joints in concrete pours.

CO-3 Where expansion bolts (exp. bolt) are shown, they shall be Hilti Kwik Bolt-TZ, Simpson Strong-Tie Strong-Bolt or approved equal. All anchors shall be zinc plated meeting the requirements of ASTM B633. Expansion anchors shall be installed using minimum depths, edge distances and spacing (unless otherwise noted), as recommended by the manufacturer and shall be tightened to the requirements of the manufacturer.

EPOXY

EX-1 All epoxy shall develop a minimum compressive strength of 12,000 PSI in 7 days.

EX-2 All holes shall be drilled with a "Rotary Hammer" percussion drill. All holes shall have a diameter no larger than 1/8" greater than the diameter of the steel member being installed.

EX-3 All holes shall be cleaned with compressed air and shall be dry prior to installation of epoxy. Holes shall be free of all deleterious material such as laitance, dust, dirt, and oil.

EX-4 Steel shall be cleaned to a bright finish with wire brushes prior to installation. Prime surface as required by Manufacturer.

EX-5 Acceptable Products are HILTI HIT RE500SD, HILTI HIT HY-200, Simpson Strong-Tie Set-XP or approved equal. Substitutions may be considered provided complete technical information is furnished to the Engineer and approved prior to commencement of work. In using the above products, follow strictly the manufacturer's specifications and directions for mixing and application. Also heed all label warnings by manufacturer. Make application in accordance with applicable safety laws.

STRUCTURAL STEEL

ST-1 All structural steel shall conform to ASTM Specifications A36 except wide flange shapes shall conform to ASTM A992 GR50.

ST-2 Structural steel details and connections shall conform to the standards of the AISC.

ST-3 Splicing of structural steel members is prohibited without prior approval of the Engineer as to location and type of splice to be made. Any member having a splice not shown and detailed on shop drawings will be rejected.

ST-4 All welding shall conform to the American Welding Society Code. Use E70 series electrodes for all structural steel welds.

ST-5 All connections shall have 3/4” diameter bolts at 3” on center for full depth of beam as a minimum. Field connections shall be equivalent to standard bolted connections using 3/4" diameter ASTM A325X bolts.

ST-6 All structural steel items shall be hot-dip galvanized after fabrication.

ST-7 Contractor must field verify all existing dimensions, elevations and framingconditions prior to fabrication of steel. Contractor must expose all existingconditions as required to verify that conditions match what are shown on thestructural drawings. Conditions that deviate from those shown on the drawings mustbe brought to the immediate attention of the Architect and Engineer. Details shownon the contract documents are subject to change pending final field verification bythe Contractor. The Contractor is responsible for verifying the existing conditionsas early as possible in the job prior to ordering or purchasing any materials.

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BY ROBERT E. MARTINEZ, P.E. # 89387BY ROBERT E. MARTINEZ, P.E. # 89387BY ROBERT E. MARTINEZ, P.E. # 89387BY ROBERT E. MARTINEZ, P.E. # 89387

T.B.P.E. FIRM NO. 6944T.B.P.E. FIRM NO. 6944T.B.P.E. FIRM NO. 6944T.B.P.E. FIRM NO. 6944

6800 PARK TEN BLVD, #239E6800 PARK TEN BLVD, #239E6800 PARK TEN BLVD, #239E6800 PARK TEN BLVD, #239E

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BASE BID + ALT. #1 + ALT. #216-12116-12116-12116-121

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300 N Shoreline Blvd, Corpus Christi, TX 78401

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2x12

(2) 2x12(2) 2x12(2) 2x12(2) 2x12(2) 2x12(2) 2x12(2) 2x12(2) 2x12

(2) 2x12(2) 2x12(2) 2x12(2) 2x12(2) 2x12(2) 2x12(2) 2x12(2) 2x12

+/- 5'-4"+/- 5'-4"+/- 5'-4"+/- 5'-4"39'-11 1/2"39'-11 1/2"39'-11 1/2"39'-11 1/2"

29'-11"29'-11"29'-11"29'-11" 10'-0 1/2"10'-0 1/2"10'-0 1/2"10'-0 1/2"

1'-0"1'-0"1'-0"1'-0"

+/- 5 1/2"+/- 5 1/2"+/- 5 1/2"+/- 5 1/2"

4'-4"4'-4"4'-4"4'-4" 4'-5"4'-5"4'-5"4'-5"

3 3/4"3 3/4"3 3/4"3 3/4"

5'-1"5'-1"5'-1"5'-1" 5'-3 1/4"5'-3 1/4"5'-3 1/4"5'-3 1/4"3'-5 3/4"3'-5 3/4"3'-5 3/4"3'-5 3/4" 3'-5 3/4"3'-5 3/4"3'-5 3/4"3'-5 3/4" 3'-10"3'-10"3'-10"3'-10" 4'-0"4'-0"4'-0"4'-0" 4'-8"4'-8"4'-8"4'-8"5"5"5"5"


W3W3W3W3W3W3W3W3

W2W2W2W2

AT 24" CTRS.

AT 24" CTRS.

AT 24" CTRS.

AT 24" CTRS.

CONT. 2X "SLEEPER

S"

CONT. 2X "SLEEPER

S"

CONT. 2X "SLEEPER

S"

CONT. 2X "SLEEPER

S"

AT 24" CTRS. AT 24" CTRS. AT 24" CTRS. AT 24" CTRS.

CONT. 2X "SLEEPERS"CONT. 2X "SLEEPERS"CONT. 2X "SLEEPERS"CONT. 2X "SLEEPERS"

8888

S3.3S3.3S3.3S3.3

8888

S3.3S3.3S3.3S3.3

7777

S3.3S3.3S3.3S3.3

7777

S3.3S3.3S3.3S3.3

4444

S3.3S3.3S3.3S3.3

6666

S3.3S3.3S3.3S3.3

9999

S3.3S3.3S3.3S3.3

5555

S3.3S3.3S3.3S3.3

7777

S3.3S3.3S3.3S3.3

W1W1W1W13333

S3.3S3.3S3.3S3.3

3333

S3.3S3.3S3.3S3.3

10101010

S3.3S3.3S3.3S3.3

4444

S3.3S3.3S3.3S3.3

W2W2W2W2W3W3W3W3

CTRS. MAX.

CTRS. MAX.

CTRS. MAX.

CTRS. MAX.

2x8 AT 24"

2x8 AT 24"

2x8 AT 24"

2x8 AT 24"

CTRS. MAX.

CTRS. MAX.

CTRS. MAX.

CTRS. MAX.

2x8 AT 24"

2x8 AT 24"

2x8 AT 24"

2x8 AT 24"

2222

S3.3S3.3S3.3S3.3

(SIM.)(SIM.)(SIM.)(SIM.)


WOOD DECK FRAMING PLAN NOTES:WOOD DECK FRAMING PLAN NOTES:WOOD DECK FRAMING PLAN NOTES:WOOD DECK FRAMING PLAN NOTES:

1.1.1.1. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGSVERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGSVERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGSVERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGSPRIOR TO STARTING WORK.PRIOR TO STARTING WORK.PRIOR TO STARTING WORK.PRIOR TO STARTING WORK.

2.2.2.2. ALL WOOD POSTS SHALL BE WOLMANIZED 8X8 POST (U.N.O.)ALL WOOD POSTS SHALL BE WOLMANIZED 8X8 POST (U.N.O.)ALL WOOD POSTS SHALL BE WOLMANIZED 8X8 POST (U.N.O.)ALL WOOD POSTS SHALL BE WOLMANIZED 8X8 POST (U.N.O.)

EXISTING LEVEL 1 FRAMING NOTE:EXISTING LEVEL 1 FRAMING NOTE:EXISTING LEVEL 1 FRAMING NOTE:EXISTING LEVEL 1 FRAMING NOTE:CONTRACTOR MUST FIELD VERIFY ALL EXISITING DIMENSIONS, ELEVATIONSCONTRACTOR MUST FIELD VERIFY ALL EXISITING DIMENSIONS, ELEVATIONSCONTRACTOR MUST FIELD VERIFY ALL EXISITING DIMENSIONS, ELEVATIONSCONTRACTOR MUST FIELD VERIFY ALL EXISITING DIMENSIONS, ELEVATIONS

AND FOUNDATION CONDITIONS PRIOR TO CONSTRUCTION. CONTRACTORAND FOUNDATION CONDITIONS PRIOR TO CONSTRUCTION. CONTRACTORAND FOUNDATION CONDITIONS PRIOR TO CONSTRUCTION. CONTRACTORAND FOUNDATION CONDITIONS PRIOR TO CONSTRUCTION. CONTRACTORMUST EXPOSE ALL EXISTING CONDITIONS AS REQUIRED TO VERIFY THATMUST EXPOSE ALL EXISTING CONDITIONS AS REQUIRED TO VERIFY THATMUST EXPOSE ALL EXISTING CONDITIONS AS REQUIRED TO VERIFY THATMUST EXPOSE ALL EXISTING CONDITIONS AS REQUIRED TO VERIFY THAT

CONDITIONS MATCH WHAT ARE SHOWN ON THE STRUCTURAL DRAWINGS.CONDITIONS MATCH WHAT ARE SHOWN ON THE STRUCTURAL DRAWINGS.CONDITIONS MATCH WHAT ARE SHOWN ON THE STRUCTURAL DRAWINGS.CONDITIONS MATCH WHAT ARE SHOWN ON THE STRUCTURAL DRAWINGS.CONDITIONS THAT DEVIATE FROM THOSE SHOWN ON THE DRAWINGS MUSTCONDITIONS THAT DEVIATE FROM THOSE SHOWN ON THE DRAWINGS MUSTCONDITIONS THAT DEVIATE FROM THOSE SHOWN ON THE DRAWINGS MUSTCONDITIONS THAT DEVIATE FROM THOSE SHOWN ON THE DRAWINGS MUST

BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT ANDBE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT ANDBE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT ANDBE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT ANDENGINEER. DETAILS SHOWN ON THE CONTRACT DOCUMENTS ARE SUBJECTENGINEER. DETAILS SHOWN ON THE CONTRACT DOCUMENTS ARE SUBJECTENGINEER. DETAILS SHOWN ON THE CONTRACT DOCUMENTS ARE SUBJECTENGINEER. DETAILS SHOWN ON THE CONTRACT DOCUMENTS ARE SUBJECTTO CHANGE PENDING FINAL FIELD VERIFICATION BY THE CONTRACTOR. THETO CHANGE PENDING FINAL FIELD VERIFICATION BY THE CONTRACTOR. THETO CHANGE PENDING FINAL FIELD VERIFICATION BY THE CONTRACTOR. THETO CHANGE PENDING FINAL FIELD VERIFICATION BY THE CONTRACTOR. THE

CONTRACTOR IS RESPONSIBLE FOR VERIFING THE EXISTING CONDITIONSCONTRACTOR IS RESPONSIBLE FOR VERIFING THE EXISTING CONDITIONSCONTRACTOR IS RESPONSIBLE FOR VERIFING THE EXISTING CONDITIONSCONTRACTOR IS RESPONSIBLE FOR VERIFING THE EXISTING CONDITIONSAS EARLY AS POSSIBLE IN THE JOB PRIOR TO ORDERING OR PURCHASINGAS EARLY AS POSSIBLE IN THE JOB PRIOR TO ORDERING OR PURCHASINGAS EARLY AS POSSIBLE IN THE JOB PRIOR TO ORDERING OR PURCHASINGAS EARLY AS POSSIBLE IN THE JOB PRIOR TO ORDERING OR PURCHASING

ANY MATERIALS.ANY MATERIALS.ANY MATERIALS.ANY MATERIALS.

CONTRACTOR MUST VERIFY ALL DIMENSIONSCONTRACTOR MUST VERIFY ALL DIMENSIONSCONTRACTOR MUST VERIFY ALL DIMENSIONSCONTRACTOR MUST VERIFY ALL DIMENSIONSAND ELEVATIONS PRIOR TO STARTING WORK.AND ELEVATIONS PRIOR TO STARTING WORK.AND ELEVATIONS PRIOR TO STARTING WORK.AND ELEVATIONS PRIOR TO STARTING WORK.

LOCATE ALL UTILTIY LINES PRIOR TO STARTINGLOCATE ALL UTILTIY LINES PRIOR TO STARTINGLOCATE ALL UTILTIY LINES PRIOR TO STARTINGLOCATE ALL UTILTIY LINES PRIOR TO STARTINGWORK.WORK.WORK.WORK.

COORDINATE ALL DEMOLITION WORK WITH THECOORDINATE ALL DEMOLITION WORK WITH THECOORDINATE ALL DEMOLITION WORK WITH THECOORDINATE ALL DEMOLITION WORK WITH THEARCHITECTURAL PHASING PLAN.ARCHITECTURAL PHASING PLAN.ARCHITECTURAL PHASING PLAN.ARCHITECTURAL PHASING PLAN.

W1W1W1W1 CONT. (2) 2X ON TOP OF EXISTING CONCRETE CONT. (2) 2X ON TOP OF EXISTING CONCRETE CONT. (2) 2X ON TOP OF EXISTING CONCRETE CONT. (2) 2X ON TOP OF EXISTING CONCRETE RETAINING WALL RETAINING WALL RETAINING WALL RETAINING WALL ---- SEE DETAIL 5/S3.3 FOR ADDITIONAL SEE DETAIL 5/S3.3 FOR ADDITIONAL SEE DETAIL 5/S3.3 FOR ADDITIONAL SEE DETAIL 5/S3.3 FOR ADDITIONAL

NOTES.NOTES.NOTES.NOTES.

CUT TOP OF EXISTING CONCRETE RETAINING WALL CUT TOP OF EXISTING CONCRETE RETAINING WALL CUT TOP OF EXISTING CONCRETE RETAINING WALL CUT TOP OF EXISTING CONCRETE RETAINING WALL DOWN, BETWEEN FLOOR JOISTS (18" WIDTH), TO DOWN, BETWEEN FLOOR JOISTS (18" WIDTH), TO DOWN, BETWEEN FLOOR JOISTS (18" WIDTH), TO DOWN, BETWEEN FLOOR JOISTS (18" WIDTH), TO ALIGN WITH TOP OF EXISTING PAVERS / FLATWORK TO ALIGN WITH TOP OF EXISTING PAVERS / FLATWORK TO ALIGN WITH TOP OF EXISTING PAVERS / FLATWORK TO ALIGN WITH TOP OF EXISTING PAVERS / FLATWORK TO

ALLOW FOR DRAINAGE.ALLOW FOR DRAINAGE.ALLOW FOR DRAINAGE.ALLOW FOR DRAINAGE.

EXISTING RETAINING WALL BELOW EXISTING RETAINING WALL BELOW EXISTING RETAINING WALL BELOW EXISTING RETAINING WALL BELOW ---- CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR

SHALL FIELD VERIFY SIZE AND ELEVATIONS. DEMO TOP SHALL FIELD VERIFY SIZE AND ELEVATIONS. DEMO TOP SHALL FIELD VERIFY SIZE AND ELEVATIONS. DEMO TOP SHALL FIELD VERIFY SIZE AND ELEVATIONS. DEMO TOP PORTION OF EXISTING WALL AS REQUIRED FOR PORTION OF EXISTING WALL AS REQUIRED FOR PORTION OF EXISTING WALL AS REQUIRED FOR PORTION OF EXISTING WALL AS REQUIRED FOR

INSTALLATION OF WOOD DECK FRAMING.INSTALLATION OF WOOD DECK FRAMING.INSTALLATION OF WOOD DECK FRAMING.INSTALLATION OF WOOD DECK FRAMING.

WOOD DECK FRAMING PLAN KEYED NOTES:WOOD DECK FRAMING PLAN KEYED NOTES:WOOD DECK FRAMING PLAN KEYED NOTES:WOOD DECK FRAMING PLAN KEYED NOTES:

W2W2W2W2

W3W3W3W3

THIS SHEET IS FORTHIS SHEET IS FORTHIS SHEET IS FORTHIS SHEET IS FOR(ADD ALTERNATE NO. 2)(ADD ALTERNATE NO. 2)(ADD ALTERNATE NO. 2)(ADD ALTERNATE NO. 2)

SSSS

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84.9

358


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SHEET NUMBER

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ission.

Copyright

Dykem

a Architects, Inc.

PROJECT NO.

DATE

REVISIONS:

16-12116-12116-12116-121

07/

28/16

07/

28/16

07/

28/16

07/

28/16

ALTERNATE #27/28/2016 10:05:01 AM


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ents - Blimpies

S2.1

WOOD DE

CK FRA

MING PLA

N

7/28/2016

1617

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

AREA "A" - WOOD DECK FRAMING PLAN (ADD ALTERNATE NO. 2)AREA "A" - WOOD DECK FRAMING PLAN (ADD ALTERNATE NO. 2)AREA "A" - WOOD DECK FRAMING PLAN (ADD ALTERNATE NO. 2)AREA "A" - WOOD DECK FRAMING PLAN (ADD ALTERNATE NO. 2)

DC

F.E.

F.E.

EEEEDDDD FFFF GGGGCCCCBBBBAAAA

1111

2222

W16x31

W16x31

W16x31

W16x31

C8x11.5

C8x11.5

C8x11.5

C8x11.5

+/- 68'-1" EXISTING+/- 68'-1" EXISTING+/- 68'-1" EXISTING+/- 68'-1" EXISTING

NEW ADDITIONNEW ADDITIONNEW ADDITIONNEW ADDITION

13'-4 3/8"13'-4 3/8"13'-4 3/8"13'-4 3/8"

+/- 23'-1

1"

+/- 23'-1

1"

+/- 23'-1

1"

+/- 23'-1

1"

(7) SPA

. AT 3'-0

" = 21'-0

"(7) SPA

. AT 3'-0

" = 21'-0

"(7) SPA

. AT 3'-0

" = 21'-0

"(7) SPA

. AT 3'-0

" = 21'-0

"2'-11"

2'-11"

2'-11"

2'-11"

4444

S3.1S3.1S3.1S3.1

3333

S3.1S3.1S3.1S3.1

1111

S3.1S3.1S3.1S3.1

2222

S3.1S3.1S3.1S3.1

6666

S3.1S3.1S3.1S3.1

6666

S3.1S3.1S3.1S3.1

+/- 13'-5 1/2"+/- 13'-5 1/2"+/- 13'-5 1/2"+/- 13'-5 1/2"

+/- 23'-11"+/- 23'-11"+/- 23'-11"+/- 23'-11"

+/- 13'-5 1/2"+/- 13'-5 1/2"+/- 13'-5 1/2"+/- 13'-5 1/2"+/- 13'-5 1/2"+/- 13'-5 1/2"+/- 13'-5 1/2"+/- 13'-5 1/2"+/- 13'-5 1/2"+/- 13'-5 1/2"+/- 13'-5 1/2"+/- 13'-5 1/2"+/- 13'-5 1/2"+/- 13'-5 1/2"+/- 13'-5 1/2"+/- 13'-5 1/2"+/- 13'-5 1/2"+/- 13'-5 1/2"+/- 13'-5 1/2"+/- 13'-5 1/2"+/- 5 1/2"+/- 5 1/2"+/- 5 1/2"+/- 5 1/2"

L3L3L3L3 L1L1L1L1 L1L1L1L1 L1L1L1L1

+/- 4"+/- 4"+/- 4"+/- 4"

L2L2L2L2

MATC

HLINE

MATC

HLINE

MATC

HLINE

MATC

HLINE

AREA

"A"

AREA

"A"

AREA

"A"

AREA

"A"

AREA

"B"

AREA

"B"

AREA

"B"

AREA

"B"

EXISTINGEXISTINGEXISTINGEXISTING

LEVEL 1 FRAMINGLEVEL 1 FRAMINGLEVEL 1 FRAMINGLEVEL 1 FRAMING

5555

S3.1S3.1S3.1S3.1

L3L3L3L3

L1L1L1L1

LEVEL 1 FRAMING PLAN NOTES:LEVEL 1 FRAMING PLAN NOTES:LEVEL 1 FRAMING PLAN NOTES:LEVEL 1 FRAMING PLAN NOTES:

1.1.1.1. SEE ARCHITECURAL DRAWINGS FOR DIMENSIONS ANDSEE ARCHITECURAL DRAWINGS FOR DIMENSIONS ANDSEE ARCHITECURAL DRAWINGS FOR DIMENSIONS ANDSEE ARCHITECURAL DRAWINGS FOR DIMENSIONS ANDLOCATIONS OF ALL FLOOR DROPS, FLOOR FINISHES ANDLOCATIONS OF ALL FLOOR DROPS, FLOOR FINISHES ANDLOCATIONS OF ALL FLOOR DROPS, FLOOR FINISHES ANDLOCATIONS OF ALL FLOOR DROPS, FLOOR FINISHES AND

PLUMBING FIXTURES.PLUMBING FIXTURES.PLUMBING FIXTURES.PLUMBING FIXTURES.2.2.2.2. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGSVERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGSVERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGSVERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS

PRIOR TO STARTING WORK.PRIOR TO STARTING WORK.PRIOR TO STARTING WORK.PRIOR TO STARTING WORK.3.3.3.3. COORDINATE THE LOCATION OF ALL FLOOR DRAIN LOCATIONSCOORDINATE THE LOCATION OF ALL FLOOR DRAIN LOCATIONSCOORDINATE THE LOCATION OF ALL FLOOR DRAIN LOCATIONSCOORDINATE THE LOCATION OF ALL FLOOR DRAIN LOCATIONS

WITH THE M.E.P. AND ARCHITECTURAL DRAWINGS. SLOPEWITH THE M.E.P. AND ARCHITECTURAL DRAWINGS. SLOPEWITH THE M.E.P. AND ARCHITECTURAL DRAWINGS. SLOPEWITH THE M.E.P. AND ARCHITECTURAL DRAWINGS. SLOPEFINISH FLOOR TOWARD DRAINS.FINISH FLOOR TOWARD DRAINS.FINISH FLOOR TOWARD DRAINS.FINISH FLOOR TOWARD DRAINS.

EXISTING LEVEL 1 FRAMING NOTE:EXISTING LEVEL 1 FRAMING NOTE:EXISTING LEVEL 1 FRAMING NOTE:EXISTING LEVEL 1 FRAMING NOTE:CONTRACTOR MUST FIELD VERIFY ALL EXISITING DIMENSIONS, ELEVATIONSCONTRACTOR MUST FIELD VERIFY ALL EXISITING DIMENSIONS, ELEVATIONSCONTRACTOR MUST FIELD VERIFY ALL EXISITING DIMENSIONS, ELEVATIONSCONTRACTOR MUST FIELD VERIFY ALL EXISITING DIMENSIONS, ELEVATIONS

AND FOUNDATION CONDITIONS PRIOR TO CONSTRUCTION. CONTRACTORAND FOUNDATION CONDITIONS PRIOR TO CONSTRUCTION. CONTRACTORAND FOUNDATION CONDITIONS PRIOR TO CONSTRUCTION. CONTRACTORAND FOUNDATION CONDITIONS PRIOR TO CONSTRUCTION. CONTRACTORMUST EXPOSE ALL EXISTING CONDITIONS AS REQUIRED TO VERIFY THATMUST EXPOSE ALL EXISTING CONDITIONS AS REQUIRED TO VERIFY THATMUST EXPOSE ALL EXISTING CONDITIONS AS REQUIRED TO VERIFY THATMUST EXPOSE ALL EXISTING CONDITIONS AS REQUIRED TO VERIFY THAT








L1L1L1L1 (ADD ALTERNATE NO. 1)(ADD ALTERNATE NO. 1)(ADD ALTERNATE NO. 1)(ADD ALTERNATE NO. 1)NEW WINDOW OPENING IN EXISTING DOUBLENEW WINDOW OPENING IN EXISTING DOUBLENEW WINDOW OPENING IN EXISTING DOUBLENEW WINDOW OPENING IN EXISTING DOUBLE----WYTHE WYTHE WYTHE WYTHE

MASONRY VENEER. SEE ARCHITECTURAL DRAWINGS MASONRY VENEER. SEE ARCHITECTURAL DRAWINGS MASONRY VENEER. SEE ARCHITECTURAL DRAWINGS MASONRY VENEER. SEE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF OPENINGS. SEE DETAIL FOR SIZE AND LOCATION OF OPENINGS. SEE DETAIL FOR SIZE AND LOCATION OF OPENINGS. SEE DETAIL FOR SIZE AND LOCATION OF OPENINGS. SEE DETAIL

8/S3.2 FOR ADDITIONAL NOTES.8/S3.2 FOR ADDITIONAL NOTES.8/S3.2 FOR ADDITIONAL NOTES.8/S3.2 FOR ADDITIONAL NOTES.

EXISTING CONCRETE SCREEN / RETAINING WALL TO EXISTING CONCRETE SCREEN / RETAINING WALL TO EXISTING CONCRETE SCREEN / RETAINING WALL TO EXISTING CONCRETE SCREEN / RETAINING WALL TO

REMAIN.REMAIN.REMAIN.REMAIN.

EXISTING WINDOW / STOREFRONT TO REMAIN.EXISTING WINDOW / STOREFRONT TO REMAIN.EXISTING WINDOW / STOREFRONT TO REMAIN.EXISTING WINDOW / STOREFRONT TO REMAIN.

LEVEL 1 FRAMING PLAN KEYED NOTES:LEVEL 1 FRAMING PLAN KEYED NOTES:LEVEL 1 FRAMING PLAN KEYED NOTES:LEVEL 1 FRAMING PLAN KEYED NOTES:

L2L2L2L2

L3L3L3L3

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10987654321

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SHEET NUMBER

This draw

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ing

is th


ay not



ission.

Copyright

Dykem

a Architects, Inc.

PROJECT NO.

DATE

REVISIONS:

BASE BID + ALTERNATE #116-12116-12116-12116-121

07/

28/16

07/

28/16

07/

28/16

07/

28/16

7/28/2016 10:05:03 AM


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ents - Blimpies

S2.2

LEVE

L 01 FRA

MING PLA

N

7/28/2016

1617


AREA "B" - LEVEL 1 FRAMING PLANAREA "B" - LEVEL 1 FRAMING PLANAREA "B" - LEVEL 1 FRAMING PLANAREA "B" - LEVEL 1 FRAMING PLAN

DC

UPUP

F.E.

F.E.

EEEEDDDD FFFF GGGGCCCCBBBBAAAA

1111

2222

EXISTING EXISTING EXISTING EXISTING

FOUNDATIONFOUNDATIONFOUNDATIONFOUNDATION

3333

S3.2S3.2S3.2S3.2

NEW ADDITIONNEW ADDITIONNEW ADDITIONNEW ADDITION

10'-1 1/8"10'-1 1/8"10'-1 1/8"10'-1 1/8"

2222

S3.2S3.2S3.2S3.2

1111

S3.2S3.2S3.2S3.2

21' - 1

1 3

/8"

21' - 1

1 3

/8"

21' - 1

1 3

/8"

21' - 1

1 3

/8"

6"

6"

6"

6" -- --14 GAGE DIETRICH TYPE

14 GAGE DIETRICH TYPE



CSJ STU

D/JSTS

. AT 24"

CSJ STU

D/JSTS

. AT 24"

CSJ STU

D/JSTS

. AT 24"

CSJ STU

D/JSTS

. AT 24"

CTRS. MAX. SPACING

CTRS. MAX. SPACING

CTRS. MAX. SPACING

CTRS. MAX. SPACING

4444

S3.2S3.2S3.2S3.2

5555

S3.2S3.2S3.2S3.2

5555

S3.2S3.2S3.2S3.2

5555

S3.2S3.2S3.2S3.2

6666

S3.2S3.2S3.2S3.2

R2R2R2R2 R1R1R1R1 R1R1R1R1 R1R1R1R1

+/- 78'-0 1/4"+/- 78'-0 1/4"+/- 78'-0 1/4"+/- 78'-0 1/4"

+/- 13'-5 1/2"+/- 13'-5 1/2"+/- 13'-5 1/2"+/- 13'-5 1/2"+/- 13'-5 1/2"+/- 13'-5 1/2"+/- 13'-5 1/2"+/- 13'-5 1/2"+/- 13'-5 1/2"+/- 13'-5 1/2"+/- 13'-5 1/2"+/- 13'-5 1/2"+/- 13'-5 1/2"+/- 13'-5 1/2"+/- 13'-5 1/2"+/- 13'-5 1/2"+/- 13'-5 1/2"+/- 13'-5 1/2"+/- 13'-5 1/2"+/- 13'-5 1/2"+/- 13'-5 1/2"+/- 13'-5 1/2"+/- 13'-5 1/2"+/- 13'-5 1/2"+/- 5'-7 1/2"+/- 5'-7 1/2"+/- 5'-7 1/2"+/- 5'-7 1/2"

+/- 34'-9 3/4"+/- 34'-9 3/4"+/- 34'-9 3/4"+/- 34'-9 3/4"

1'-8 7/8"1'-8 7/8"1'-8 7/8"1'-8 7/8"

+/- 24'-3

"+/- 24'-3

"+/- 24'-3

"+/- 24'-3

"+/- 1'-0

1/2"

+/- 1'-0

1/2"

+/- 1'-0

1/2"

+/- 1'-0

1/2"

+/- 1'-0"+/- 1'-0"+/- 1'-0"+/- 1'-0"+/- 4'-7 1/2"+/- 4'-7 1/2"+/- 4'-7 1/2"+/- 4'-7 1/2"

R3R3R3R3

R3R3R3R3

R3R3R3R3

4"

4"

4"

4"

+/- 24'-0

"+/- 24'-0

"+/- 24'-0

"+/- 24'-0

"

(5) SPA

. AT 4'-0

" = 20'-0

"(5) SPA

. AT 4'-0

" = 20'-0

"(5) SPA

. AT 4'-0

" = 20'-0

"(5) SPA

. AT 4'-0

" = 20'-0

"3'-6

"3'-6

"3'-6

"3'-6

"2"

2"

2"

2"

R2R2R2R2

R1R1R1R1

R4R4R4R4

R4R4R4R4

HSS6x2x3/16 (LLV)

HSS6x2x3/16 (LLV)

HSS6x2x3/16 (LLV)

HSS6x2x3/16 (LLV)

EXISTING ROOF FRAMING NOTE:EXISTING ROOF FRAMING NOTE:EXISTING ROOF FRAMING NOTE:EXISTING ROOF FRAMING NOTE:CONTRACTOR MUST FIELD VERIFY ALL EXISITING DIMENSIONS, ELEVATIONSCONTRACTOR MUST FIELD VERIFY ALL EXISITING DIMENSIONS, ELEVATIONSCONTRACTOR MUST FIELD VERIFY ALL EXISITING DIMENSIONS, ELEVATIONSCONTRACTOR MUST FIELD VERIFY ALL EXISITING DIMENSIONS, ELEVATIONS

AND ROOF CONDITIONS PRIOR TO CONSTRUCTION. CONTRACTORAND ROOF CONDITIONS PRIOR TO CONSTRUCTION. CONTRACTORAND ROOF CONDITIONS PRIOR TO CONSTRUCTION. CONTRACTORAND ROOF CONDITIONS PRIOR TO CONSTRUCTION. CONTRACTORMUST EXPOSE ALL EXISTING CONDITIONS AS REQUIRED TO VERIFY THATMUST EXPOSE ALL EXISTING CONDITIONS AS REQUIRED TO VERIFY THATMUST EXPOSE ALL EXISTING CONDITIONS AS REQUIRED TO VERIFY THATMUST EXPOSE ALL EXISTING CONDITIONS AS REQUIRED TO VERIFY THAT








R1R1R1R1 (ADD ALTERNATE NO. 1)(ADD ALTERNATE NO. 1)(ADD ALTERNATE NO. 1)(ADD ALTERNATE NO. 1)NEW WINDOW OPENING IN EXISTING DOUBLENEW WINDOW OPENING IN EXISTING DOUBLENEW WINDOW OPENING IN EXISTING DOUBLENEW WINDOW OPENING IN EXISTING DOUBLE----WYTHE WYTHE WYTHE WYTHE

MASONRY VENEER. SEE ARCHITECTURAL DRAWINGS MASONRY VENEER. SEE ARCHITECTURAL DRAWINGS MASONRY VENEER. SEE ARCHITECTURAL DRAWINGS MASONRY VENEER. SEE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF OPENINGS. SEE DETAIL FOR SIZE AND LOCATION OF OPENINGS. SEE DETAIL FOR SIZE AND LOCATION OF OPENINGS. SEE DETAIL FOR SIZE AND LOCATION OF OPENINGS. SEE DETAIL

8/S3.2 FOR ADDITIONAL NOTES.8/S3.2 FOR ADDITIONAL NOTES.8/S3.2 FOR ADDITIONAL NOTES.8/S3.2 FOR ADDITIONAL NOTES.

EXISTING WINDOW / STOREFRONT TO REMAIN.EXISTING WINDOW / STOREFRONT TO REMAIN.EXISTING WINDOW / STOREFRONT TO REMAIN.EXISTING WINDOW / STOREFRONT TO REMAIN.

EXISTING WOOD FRAMED OVERHANG TO BE REMOVED. EXISTING WOOD FRAMED OVERHANG TO BE REMOVED. EXISTING WOOD FRAMED OVERHANG TO BE REMOVED. EXISTING WOOD FRAMED OVERHANG TO BE REMOVED.

DO NOT DEMO EXISITNG CONCRETE ROOF SLAB. FIELD DO NOT DEMO EXISITNG CONCRETE ROOF SLAB. FIELD DO NOT DEMO EXISITNG CONCRETE ROOF SLAB. FIELD DO NOT DEMO EXISITNG CONCRETE ROOF SLAB. FIELD VERIFY EXTENT OF EXISTING CONCRETE ROOF.VERIFY EXTENT OF EXISTING CONCRETE ROOF.VERIFY EXTENT OF EXISTING CONCRETE ROOF.VERIFY EXTENT OF EXISTING CONCRETE ROOF.

CONT. C6x8.2 FASCIA CONT. C6x8.2 FASCIA CONT. C6x8.2 FASCIA CONT. C6x8.2 FASCIA ---- MITRE AND WELD AT CORNER. MITRE AND WELD AT CORNER. MITRE AND WELD AT CORNER. MITRE AND WELD AT CORNER.

ROOF FRAMING PLAN KEYED NOTES:ROOF FRAMING PLAN KEYED NOTES:ROOF FRAMING PLAN KEYED NOTES:ROOF FRAMING PLAN KEYED NOTES:

R2R2R2R2

R3R3R3R3

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SHEET NUMBER

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ission.

Copyright

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PROJECT NO.

DATE

REVISIONS:


07/

28/16

07/

28/16

07/

28/16

07/

28/16

7/28/2016 10:05:04 AM


Best W


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S2.3

ROOF FR

AMING PLA

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7/28/2016

1617


ROOF FRAMING PLANROOF FRAMING PLANROOF FRAMING PLANROOF FRAMING PLAN

EXISTING STOREFRONT EXISTING STOREFRONT EXISTING STOREFRONT EXISTING STOREFRONT

TO BE REMOVED.TO BE REMOVED.TO BE REMOVED.TO BE REMOVED.

EXISTING CONC. EXISTING CONC. EXISTING CONC. EXISTING CONC.

SLAB TO REMAIN.SLAB TO REMAIN.SLAB TO REMAIN.SLAB TO REMAIN.


TO REMAIN.TO REMAIN.TO REMAIN.TO REMAIN.

XXXX XXXXXXXX XXXX XXXXXXXX XXXXXXXXXXXX

6"6"6"6"

(F.V.)

(F.V.)

(F.V.)

(F.V.)

+/- 10

"+/- 10

"+/- 10

"+/- 10

"

NEW 3" SLAB ON FORM DECK. NEW 3" SLAB ON FORM DECK. NEW 3" SLAB ON FORM DECK. NEW 3" SLAB ON FORM DECK.

SEE GENERAL NOTES.SEE GENERAL NOTES.SEE GENERAL NOTES.SEE GENERAL NOTES.

NEW CHANNEL NEW CHANNEL NEW CHANNEL NEW CHANNEL ---- SEE PLAN SEE PLAN SEE PLAN SEE PLAN

BOLT CONT. C8x11.5 TO EXIST. BOLT CONT. C8x11.5 TO EXIST. BOLT CONT. C8x11.5 TO EXIST. BOLT CONT. C8x11.5 TO EXIST.

BEAM W/ (2) 3/4"ø EXP. BOLTS AT BEAM W/ (2) 3/4"ø EXP. BOLTS AT BEAM W/ (2) 3/4"ø EXP. BOLTS AT BEAM W/ (2) 3/4"ø EXP. BOLTS AT

EACH CHANNEL JOIST LOCATION EACH CHANNEL JOIST LOCATION EACH CHANNEL JOIST LOCATION EACH CHANNEL JOIST LOCATION

AND AT EACH END.AND AT EACH END.AND AT EACH END.AND AT EACH END.

NOTE:NOTE:NOTE:NOTE:ALL STEEL SHALL BE HOT ALL STEEL SHALL BE HOT ALL STEEL SHALL BE HOT ALL STEEL SHALL BE HOT

DIP GALVANIZED.DIP GALVANIZED.DIP GALVANIZED.DIP GALVANIZED.

EXISTING BRICK SILL EXISTING BRICK SILL EXISTING BRICK SILL EXISTING BRICK SILL

TO BE REMOVED.TO BE REMOVED.TO BE REMOVED.TO BE REMOVED.

MIN.

MIN.

MIN.

MIN.

3"

3"

3"

3"

4"4"4"4" 4"4"4"4"

3/8" SHEAR PL.3/8" SHEAR PL.3/8" SHEAR PL.3/8" SHEAR PL.

(2) 3/4ø A325 BOLTS.(2) 3/4ø A325 BOLTS.(2) 3/4ø A325 BOLTS.(2) 3/4ø A325 BOLTS.

XXXXXXXX XXXXXXXXXXXX XXXXXXXX XXXX XXXX

NEW 3" SLAB ON NEW 3" SLAB ON NEW 3" SLAB ON NEW 3" SLAB ON FORM DECK. SEE FORM DECK. SEE FORM DECK. SEE FORM DECK. SEE

GENERAL NOTES.GENERAL NOTES.GENERAL NOTES.GENERAL NOTES.

NEW CHANNEL NEW CHANNEL NEW CHANNEL NEW CHANNEL ---- SEE PLAN SEE PLAN SEE PLAN SEE PLAN

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

C C C C LLLL STL. BM. &STL. BM. &STL. BM. &STL. BM. &STUD WALLSTUD WALLSTUD WALLSTUD WALL

3 5/8" 3 5/8" 3 5/8" 3 5/8" ---- 16 GAGE DIETRICH 16 GAGE DIETRICH 16 GAGE DIETRICH 16 GAGE DIETRICH TYPE CSJ METAL STUDS AT TYPE CSJ METAL STUDS AT TYPE CSJ METAL STUDS AT TYPE CSJ METAL STUDS AT

16" CTRS.16" CTRS.16" CTRS.16" CTRS. 1/2" PLYWOOD 1/2" PLYWOOD 1/2" PLYWOOD 1/2" PLYWOOD ---- SEE SEE SEE SEE


CONNECT CONT. 16 GAGE CONNECT CONT. 16 GAGE CONNECT CONT. 16 GAGE CONNECT CONT. 16 GAGE

TSB TRACK TO SLAB W/ (2) TSB TRACK TO SLAB W/ (2) TSB TRACK TO SLAB W/ (2) TSB TRACK TO SLAB W/ (2) POWER ACTUATED POWER ACTUATED POWER ACTUATED POWER ACTUATED

FASTENERS AT 12" CTRS.FASTENERS AT 12" CTRS.FASTENERS AT 12" CTRS.FASTENERS AT 12" CTRS.

WELD CONT. L5x3x1/4 (LLH) WELD CONT. L5x3x1/4 (LLH) WELD CONT. L5x3x1/4 (LLH) WELD CONT. L5x3x1/4 (LLH)

TO TOP OF BEAM.TO TOP OF BEAM.TO TOP OF BEAM.TO TOP OF BEAM.

STL. BEAM STL. BEAM STL. BEAM STL. BEAM ---- SEE PLAN SEE PLAN SEE PLAN SEE PLAN

NOTE:NOTE:NOTE:NOTE:ALL STEEL SHALL BE ALL STEEL SHALL BE ALL STEEL SHALL BE ALL STEEL SHALL BE

HOT DIP GALVANIZED.HOT DIP GALVANIZED.HOT DIP GALVANIZED.HOT DIP GALVANIZED.

(2) 3/4"ø A325 BOLTS.(2) 3/4"ø A325 BOLTS.(2) 3/4"ø A325 BOLTS.(2) 3/4"ø A325 BOLTS.

L4x4x3/8 (TYPICAL)L4x4x3/8 (TYPICAL)L4x4x3/8 (TYPICAL)L4x4x3/8 (TYPICAL)

EXISTING MASONRY EXISTING MASONRY EXISTING MASONRY EXISTING MASONRY

WALL TO REMAIN.WALL TO REMAIN.WALL TO REMAIN.WALL TO REMAIN.




TO REMAIN.TO REMAIN.TO REMAIN.TO REMAIN.

XXXX XXXXXXXX XXXX XXXXXXXX XXXXXXXXXXXX

BOLT CONT. L3x3x1/4 TO EXIST. BOLT CONT. L3x3x1/4 TO EXIST. BOLT CONT. L3x3x1/4 TO EXIST. BOLT CONT. L3x3x1/4 TO EXIST. FOUNDATION W/ 5/8"ø EXPANSION FOUNDATION W/ 5/8"ø EXPANSION FOUNDATION W/ 5/8"ø EXPANSION FOUNDATION W/ 5/8"ø EXPANSION

BOLTS AT 24" CTRS.BOLTS AT 24" CTRS.BOLTS AT 24" CTRS.BOLTS AT 24" CTRS.

NOTE:NOTE:NOTE:NOTE:SEE DETAIL 1/S3.1 FOR SEE DETAIL 1/S3.1 FOR SEE DETAIL 1/S3.1 FOR SEE DETAIL 1/S3.1 FOR

ADDITIONAL NOTES.ADDITIONAL NOTES.ADDITIONAL NOTES.ADDITIONAL NOTES.

CLR.

CLR.

CLR.

CLR.

3" MIN.

3" MIN.

3" MIN.

3" MIN.

XXXXXXXX XXXXXXXXXXXX XXXXXXXX XXXX XXXX



NEW CHANNEL NEW CHANNEL NEW CHANNEL NEW CHANNEL

SEE PLANSEE PLANSEE PLANSEE PLAN

WELD CONT. 1/4"x 3" WELD CONT. 1/4"x 3" WELD CONT. 1/4"x 3" WELD CONT. 1/4"x 3" BENT PL. TO 16"BENT PL. TO 16"BENT PL. TO 16"BENT PL. TO 16"

LEDGER ANGLE.LEDGER ANGLE.LEDGER ANGLE.LEDGER ANGLE.


SCREEN WALLSCREEN WALLSCREEN WALLSCREEN WALL

NOTE:NOTE:NOTE:NOTE:

SEE DETAILS 1/S3.1 AND SEE DETAILS 1/S3.1 AND SEE DETAILS 1/S3.1 AND SEE DETAILS 1/S3.1 AND 2/S3.1 FOR ADDITIONAL 2/S3.1 FOR ADDITIONAL 2/S3.1 FOR ADDITIONAL 2/S3.1 FOR ADDITIONAL


(F.V.)(F.V.)(F.V.)(F.V.)

+/- 6 1/2"+/- 6 1/2"+/- 6 1/2"+/- 6 1/2"

SAWCUT EXISTING CONC. SAWCUT EXISTING CONC. SAWCUT EXISTING CONC. SAWCUT EXISTING CONC.

WALL AS REQ'D. SO THAT WALL AS REQ'D. SO THAT WALL AS REQ'D. SO THAT WALL AS REQ'D. SO THAT BENT PL. CAN EXTEND BENT PL. CAN EXTEND BENT PL. CAN EXTEND BENT PL. CAN EXTEND

ACROSS TOP OF WALL.ACROSS TOP OF WALL.ACROSS TOP OF WALL.ACROSS TOP OF WALL.

SEE DETAIL 3/S3.1 FOR SEE DETAIL 3/S3.1 FOR SEE DETAIL 3/S3.1 FOR SEE DETAIL 3/S3.1 FOR BOLT NOTES. USE CONT. BOLT NOTES. USE CONT. BOLT NOTES. USE CONT. BOLT NOTES. USE CONT.

L4x4x1/4L4x4x1/4L4x4x1/4L4x4x1/4

CLR.

CLR.

CLR.

CLR.

2 1/2"

2 1/2"

2 1/2"

2 1/2"

EXISTING CONCRETE EXISTING CONCRETE EXISTING CONCRETE EXISTING CONCRETE

COLUMNCOLUMNCOLUMNCOLUMN



6"6"6"6"

(4) 3/4"ø A325 BOLTS AT 3" (4) 3/4"ø A325 BOLTS AT 3" (4) 3/4"ø A325 BOLTS AT 3" (4) 3/4"ø A325 BOLTS AT 3" CTRS. (TYP.) IN HORIZONTAL CTRS. (TYP.) IN HORIZONTAL CTRS. (TYP.) IN HORIZONTAL CTRS. (TYP.) IN HORIZONTAL

SLOTTED HOLES.SLOTTED HOLES.SLOTTED HOLES.SLOTTED HOLES.

NEW FLOOR BEAMNEW FLOOR BEAMNEW FLOOR BEAMNEW FLOOR BEAM


WT4x15.5x1'WT4x15.5x1'WT4x15.5x1'WT4x15.5x1'----0"0"0"0"

(8) 3/4"ø EXP. BOLTS (8) 3/4"ø EXP. BOLTS (8) 3/4"ø EXP. BOLTS (8) 3/4"ø EXP. BOLTS

(TYPICAL)(TYPICAL)(TYPICAL)(TYPICAL)5"5"5"5"

EXISTING EXISTING EXISTING EXISTING

CONCRETE WALL.CONCRETE WALL.CONCRETE WALL.CONCRETE WALL.

T.O. EXIST.T.O. EXIST.T.O. EXIST.T.O. EXIST.

1ST FLR. EL.1ST FLR. EL.1ST FLR. EL.1ST FLR. EL.

TYPICAL STUDTYPICAL STUDTYPICAL STUDTYPICAL STUD

SPAZZER BRIDGING/SPACERSPAZZER BRIDGING/SPACERSPAZZER BRIDGING/SPACERSPAZZER BRIDGING/SPACER

BAR, INSTALL PER BAR, INSTALL PER BAR, INSTALL PER BAR, INSTALL PER MANUFACTURER'SMANUFACTURER'SMANUFACTURER'SMANUFACTURER'S

INSTRUCTIONS.INSTRUCTIONS.INSTRUCTIONS.INSTRUCTIONS.

SPAZZER SPLICESPAZZER SPLICESPAZZER SPLICESPAZZER SPLICE

MEMBER, 6" MEMBER, 6" MEMBER, 6" MEMBER, 6"

LONGLONGLONGLONG

(2) DRYWALL SCREWS(2) DRYWALL SCREWS(2) DRYWALL SCREWS(2) DRYWALL SCREWS

SPAZZER SPLICESPAZZER SPLICESPAZZER SPLICESPAZZER SPLICE

MEMBER, 6" MEMBER, 6" MEMBER, 6" MEMBER, 6"

LONGLONGLONGLONG

(2) DRYWALL SCREWS(2) DRYWALL SCREWS(2) DRYWALL SCREWS(2) DRYWALL SCREWS

CLIP ANGLECLIP ANGLECLIP ANGLECLIP ANGLE

COLDCOLDCOLDCOLD----ROLLEDROLLEDROLLEDROLLED

CHANNELCHANNELCHANNELCHANNEL


CLIP ANGLECLIP ANGLECLIP ANGLECLIP ANGLE

BLOCKINGBLOCKINGBLOCKINGBLOCKING

6" MIN.6" MIN.6" MIN.6" MIN.

SCREWS AS REQUIREDSCREWS AS REQUIREDSCREWS AS REQUIREDSCREWS AS REQUIRED

SECTIONSECTIONSECTIONSECTION

TYPICAL "SPAZZER" BRIDGING DETAILTYPICAL "SPAZZER" BRIDGING DETAILTYPICAL "SPAZZER" BRIDGING DETAILTYPICAL "SPAZZER" BRIDGING DETAIL

SCREW ATTACHMENTSCREW ATTACHMENTSCREW ATTACHMENTSCREW ATTACHMENT

TYPICAL CHANNEL SPLICE DETAILTYPICAL CHANNEL SPLICE DETAILTYPICAL CHANNEL SPLICE DETAILTYPICAL CHANNEL SPLICE DETAIL

TYPICAL COLDTYPICAL COLDTYPICAL COLDTYPICAL COLD----ROLLEDROLLEDROLLEDROLLEDCHANNEL BRIDGING DETAILCHANNEL BRIDGING DETAILCHANNEL BRIDGING DETAILCHANNEL BRIDGING DETAIL

TYPICAL STUDTYPICAL STUDTYPICAL STUDTYPICAL STUDBLOCKING BRIDGING DETAILBLOCKING BRIDGING DETAILBLOCKING BRIDGING DETAILBLOCKING BRIDGING DETAIL


SCREW ATTACHMENTSCREW ATTACHMENTSCREW ATTACHMENTSCREW ATTACHMENT

NOTES:NOTES:NOTES:NOTES:1.1.1.1. CONTRACTOR HAS OPTION OF USING EITHERCONTRACTOR HAS OPTION OF USING EITHERCONTRACTOR HAS OPTION OF USING EITHERCONTRACTOR HAS OPTION OF USING EITHER

BRIDGING DETAIL, BUT MUST INSTALL BRIDGINGBRIDGING DETAIL, BUT MUST INSTALL BRIDGINGBRIDGING DETAIL, BUT MUST INSTALL BRIDGINGBRIDGING DETAIL, BUT MUST INSTALL BRIDGINGAT 48" CTRS. MAX.AT 48" CTRS. MAX.AT 48" CTRS. MAX.AT 48" CTRS. MAX.

2.2.2.2. DETAILS ARE SCHEMATIC. FINAL DETAIL TO BEDETAILS ARE SCHEMATIC. FINAL DETAIL TO BEDETAILS ARE SCHEMATIC. FINAL DETAIL TO BEDETAILS ARE SCHEMATIC. FINAL DETAIL TO BEPART OF LIGHTPART OF LIGHTPART OF LIGHTPART OF LIGHT----GAGE METAL STUD SHOP DWG.GAGE METAL STUD SHOP DWG.GAGE METAL STUD SHOP DWG.GAGE METAL STUD SHOP DWG.

SUBMITTAL.SUBMITTAL.SUBMITTAL.SUBMITTAL.


THIS DETAIL APPLIES TO ALL DECK THIS DETAIL APPLIES TO ALL DECK THIS DETAIL APPLIES TO ALL DECK THIS DETAIL APPLIES TO ALL DECK EDGE ANGLES ON THE ENTIRE EDGE ANGLES ON THE ENTIRE EDGE ANGLES ON THE ENTIRE EDGE ANGLES ON THE ENTIRE

PROJECT.PROJECT.PROJECT.PROJECT.

XXXXXXXX XXXXXXXXXXXX XXXX XXXX



NEW CHANNEL NEW CHANNEL NEW CHANNEL NEW CHANNEL

SEE PLANSEE PLANSEE PLANSEE PLANEXISTING CONC. EXISTING CONC. EXISTING CONC. EXISTING CONC.

SCREEN WALLSCREEN WALLSCREEN WALLSCREEN WALL




SEE DETAIL 3/S3.1 FOR SEE DETAIL 3/S3.1 FOR SEE DETAIL 3/S3.1 FOR SEE DETAIL 3/S3.1 FOR BOLT NOTES. USE CONT. BOLT NOTES. USE CONT. BOLT NOTES. USE CONT. BOLT NOTES. USE CONT.

L4x4x1/4L4x4x1/4L4x4x1/4L4x4x1/4


WALL TO REMAINWALL TO REMAINWALL TO REMAINWALL TO REMAIN


BEAM TO REMAINBEAM TO REMAINBEAM TO REMAINBEAM TO REMAIN

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2 3 4 5 6 7 8 9 10

10987654321

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A

SHEET NUMBER

This draw

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ing

is th


ay not



ission.

Copyright

Dykem

a Architects, Inc.

PROJECT NO.

DATE

REVISIONS:

BASE BID + ALT. #1 + ALT. #216-12116-12116-12116-121

07/

28/16

07/

28/16

07/

28/16

07/

28/16

7/28/2016 10:05:05 AM


Best W


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S3.1

FRAM

ING DET

AILS

7/28/2016

1617

1ST FLOOR FRAMING SECTION1ST FLOOR FRAMING SECTION1ST FLOOR FRAMING SECTION1ST FLOOR FRAMING SECTION1111 1ST FLOOR FRAMING SECTION1ST FLOOR FRAMING SECTION1ST FLOOR FRAMING SECTION1ST FLOOR FRAMING SECTION2222 1ST FLOOR FRAMING SECTION1ST FLOOR FRAMING SECTION1ST FLOOR FRAMING SECTION1ST FLOOR FRAMING SECTION3333 1ST FLOOR FRAMING SECTION1ST FLOOR FRAMING SECTION1ST FLOOR FRAMING SECTION1ST FLOOR FRAMING SECTION4444

STEEL BEAM CONNECTION DETAILSTEEL BEAM CONNECTION DETAILSTEEL BEAM CONNECTION DETAILSTEEL BEAM CONNECTION DETAIL6666

TYPICAL STUD WALL SCHEMATIC BRIDGING DETAILSTYPICAL STUD WALL SCHEMATIC BRIDGING DETAILSTYPICAL STUD WALL SCHEMATIC BRIDGING DETAILSTYPICAL STUD WALL SCHEMATIC BRIDGING DETAILS8888

DECK DIAPHRAGM CHORD ANGLE SPLICE DETAILDECK DIAPHRAGM CHORD ANGLE SPLICE DETAILDECK DIAPHRAGM CHORD ANGLE SPLICE DETAILDECK DIAPHRAGM CHORD ANGLE SPLICE DETAIL77771ST FLOOR FRAMING SECTION1ST FLOOR FRAMING SECTION1ST FLOOR FRAMING SECTION1ST FLOOR FRAMING SECTION5555


2ND FLR. EL.2ND FLR. EL.2ND FLR. EL.2ND FLR. EL.


CONC. ROOF.CONC. ROOF.CONC. ROOF.CONC. ROOF.ELEV. (F.V.)ELEV. (F.V.)ELEV. (F.V.)ELEV. (F.V.)

5/8" PLYWOOD DECK 5/8" PLYWOOD DECK 5/8" PLYWOOD DECK 5/8" PLYWOOD DECK


CONNECT NEW LIGHTCONNECT NEW LIGHTCONNECT NEW LIGHTCONNECT NEW LIGHT----GAGE MTL. GAGE MTL. GAGE MTL. GAGE MTL.

STUD/JST. TO EXIST CONC. BM. STUD/JST. TO EXIST CONC. BM. STUD/JST. TO EXIST CONC. BM. STUD/JST. TO EXIST CONC. BM. W/ (2) POWER ACTUATED W/ (2) POWER ACTUATED W/ (2) POWER ACTUATED W/ (2) POWER ACTUATED

FASTENERS AT 12" CTRS.FASTENERS AT 12" CTRS.FASTENERS AT 12" CTRS.FASTENERS AT 12" CTRS.

NEW LIGHTNEW LIGHTNEW LIGHTNEW LIGHT----GAGE MTL. GAGE MTL. GAGE MTL. GAGE MTL.

STUD/JSTS. STUD/JSTS. STUD/JSTS. STUD/JSTS. ---- SEE PLAN SEE PLAN SEE PLAN SEE PLAN

ELEV. VARIESELEV. VARIESELEV. VARIESELEV. VARIES

EXIST. EXIST. EXIST. EXIST.

CONC. BM.CONC. BM.CONC. BM.CONC. BM.



EXIST. EXIST. EXIST. EXIST. CONC. CONC. CONC. CONC.

SLABSLABSLABSLAB


CONC. ROOF.CONC. ROOF.CONC. ROOF.CONC. ROOF.ELEV. (F.V.)ELEV. (F.V.)ELEV. (F.V.)ELEV. (F.V.)



BOLT CONT. L4x4x3/8 TO EXIST. SLAB W/ BOLT CONT. L4x4x3/8 TO EXIST. SLAB W/ BOLT CONT. L4x4x3/8 TO EXIST. SLAB W/ BOLT CONT. L4x4x3/8 TO EXIST. SLAB W/ 3/4"ø HAS STANDARD ASTM A36 ALL3/4"ø HAS STANDARD ASTM A36 ALL3/4"ø HAS STANDARD ASTM A36 ALL3/4"ø HAS STANDARD ASTM A36 ALL----

THREAD ROD SET IN EPOXY AT 24" CTRS.THREAD ROD SET IN EPOXY AT 24" CTRS.THREAD ROD SET IN EPOXY AT 24" CTRS.THREAD ROD SET IN EPOXY AT 24" CTRS.

NEW LIGHTNEW LIGHTNEW LIGHTNEW LIGHT----GAGE GAGE GAGE GAGE MTL. STUD/JSTS. MTL. STUD/JSTS. MTL. STUD/JSTS. MTL. STUD/JSTS.


ELEV. VARIESELEV. VARIESELEV. VARIESELEV. VARIES


STOREFRONT STOREFRONT STOREFRONT STOREFRONT TO BE TO BE TO BE TO BE

REMOVED.REMOVED.REMOVED.REMOVED.

EXIST. CONC. SLABEXIST. CONC. SLABEXIST. CONC. SLABEXIST. CONC. SLAB

+/- 4'-6 3/4" (F.V.)+/- 4'-6 3/4" (F.V.)+/- 4'-6 3/4" (F.V.)+/- 4'-6 3/4" (F.V.)

6"6"6"6"

CONT. 6" BLOCKING BETWEEN JSTS.CONT. 6" BLOCKING BETWEEN JSTS.CONT. 6" BLOCKING BETWEEN JSTS.CONT. 6" BLOCKING BETWEEN JSTS.

WELD JSTS. TO ANGLE WELD JSTS. TO ANGLE WELD JSTS. TO ANGLE WELD JSTS. TO ANGLE

W/ FULL WELD EA. FACE.W/ FULL WELD EA. FACE.W/ FULL WELD EA. FACE.W/ FULL WELD EA. FACE.

T.O. EXIST. CONC. ROOF.T.O. EXIST. CONC. ROOF.T.O. EXIST. CONC. ROOF.T.O. EXIST. CONC. ROOF.ELEV. (F.V.)ELEV. (F.V.)ELEV. (F.V.)ELEV. (F.V.)





ELEV. VARIESELEV. VARIESELEV. VARIESELEV. VARIES 2'-0

" MAX.

2'-0

" MAX.

2'-0

" MAX.

2'-0

" MAX.

CONT. 18 GAGE DIETRICH CONT. 18 GAGE DIETRICH CONT. 18 GAGE DIETRICH CONT. 18 GAGE DIETRICH

TYPE TSB TRACK.TYPE TSB TRACK.TYPE TSB TRACK.TYPE TSB TRACK.

T.O. WALL ELEV.T.O. WALL ELEV.T.O. WALL ELEV.T.O. WALL ELEV.

SEE ARCH'L. DWGS.SEE ARCH'L. DWGS.SEE ARCH'L. DWGS.SEE ARCH'L. DWGS.

CONT. L3x3x16 GAGE. CONT. L3x3x16 GAGE. CONT. L3x3x16 GAGE. CONT. L3x3x16 GAGE.

SCREW TO EA. STUD.SCREW TO EA. STUD.SCREW TO EA. STUD.SCREW TO EA. STUD.

CONT. L3x3x16 GAGE. CONT. L3x3x16 GAGE. CONT. L3x3x16 GAGE. CONT. L3x3x16 GAGE.


(4) NO. 8(4) NO. 8(4) NO. 8(4) NO. 8----18 SCREWS18 SCREWS18 SCREWS18 SCREWS

DWGS.DWGS.DWGS.DWGS.

SEE ARCH'L.SEE ARCH'L.SEE ARCH'L.SEE ARCH'L.

1/2" PLYWOOD 1/2" PLYWOOD 1/2" PLYWOOD 1/2" PLYWOOD ---- SEE SEE SEE SEE


3 5/8"3 5/8"3 5/8"3 5/8"----18 GAGE DIETRICH TYPE 18 GAGE DIETRICH TYPE 18 GAGE DIETRICH TYPE 18 GAGE DIETRICH TYPE

CWN STUDS.CWN STUDS.CWN STUDS.CWN STUDS.

CONT. 16 GAGE TSB TRACK. CONT. 16 GAGE TSB TRACK. CONT. 16 GAGE TSB TRACK. CONT. 16 GAGE TSB TRACK.


(2) NO. 8(2) NO. 8(2) NO. 8(2) NO. 8----18 SCREWS18 SCREWS18 SCREWS18 SCREWS

3 5/8" MTL. STUDS 3 5/8" MTL. STUDS 3 5/8" MTL. STUDS 3 5/8" MTL. STUDS

SEE DETAIL 2/S3.1SEE DETAIL 2/S3.1SEE DETAIL 2/S3.1SEE DETAIL 2/S3.1

1/2" PLYWOOD EA. FACE 1/2" PLYWOOD EA. FACE 1/2" PLYWOOD EA. FACE 1/2" PLYWOOD EA. FACE


CONT. 6" BLOCKING CONT. 6" BLOCKING CONT. 6" BLOCKING CONT. 6" BLOCKING

BETWEEN JSTS.BETWEEN JSTS.BETWEEN JSTS.BETWEEN JSTS.






ELEV. VARIESELEV. VARIESELEV. VARIESELEV. VARIES 2'-0

" MAX.

2'-0

" MAX.

2'-0

" MAX.

2'-0

" MAX.

CONT. 18 GAGE DIETRICH CONT. 18 GAGE DIETRICH CONT. 18 GAGE DIETRICH CONT. 18 GAGE DIETRICH

TYPE TSB TRACK.TYPE TSB TRACK.TYPE TSB TRACK.TYPE TSB TRACK.

T.O. WALL ELEV.T.O. WALL ELEV.T.O. WALL ELEV.T.O. WALL ELEV.SEE ARCH'L. DWGS.SEE ARCH'L. DWGS.SEE ARCH'L. DWGS.SEE ARCH'L. DWGS.

DWGS.DWGS.DWGS.DWGS.


1/2" PLYWOOD 1/2" PLYWOOD 1/2" PLYWOOD 1/2" PLYWOOD ---- SEE SEE SEE SEE


3 5/8" MTL. STUDS 3 5/8" MTL. STUDS 3 5/8" MTL. STUDS 3 5/8" MTL. STUDS

SEE DETAIL 2/S3.1SEE DETAIL 2/S3.1SEE DETAIL 2/S3.1SEE DETAIL 2/S3.11'-4" MAX.1'-4" MAX.1'-4" MAX.1'-4" MAX.

SIMPSON TYPE "L50" JST. SIMPSON TYPE "L50" JST. SIMPSON TYPE "L50" JST. SIMPSON TYPE "L50" JST.

FRAMING CONNECTOR.FRAMING CONNECTOR.FRAMING CONNECTOR.FRAMING CONNECTOR.

6"6"6"6"----14 GAGE DIETRICH 14 GAGE DIETRICH 14 GAGE DIETRICH 14 GAGE DIETRICH

TYPE CSJ STUD/JSTS. AT TYPE CSJ STUD/JSTS. AT TYPE CSJ STUD/JSTS. AT TYPE CSJ STUD/JSTS. AT 24" CTRS. MAX. SPA. 24" CTRS. MAX. SPA. 24" CTRS. MAX. SPA. 24" CTRS. MAX. SPA.




EXIST. ROOFINGEXIST. ROOFINGEXIST. ROOFINGEXIST. ROOFING





2'-0

" MAX.

2'-0

" MAX.

2'-0

" MAX.

2'-0

" MAX.




SEE DETAIL 2/S3.2 FOR SEE DETAIL 2/S3.2 FOR SEE DETAIL 2/S3.2 FOR SEE DETAIL 2/S3.2 FOR


(F.V.)(F.V.)(F.V.)(F.V.)

+/- 6 1/2"+/- 6 1/2"+/- 6 1/2"+/- 6 1/2"

CUT BACK EXIST. ROOFING SO CUT BACK EXIST. ROOFING SO CUT BACK EXIST. ROOFING SO CUT BACK EXIST. ROOFING SO THAT STUD TRACK BEARS THAT STUD TRACK BEARS THAT STUD TRACK BEARS THAT STUD TRACK BEARS

DIRECTLY ON CONCRETE ROOF.DIRECTLY ON CONCRETE ROOF.DIRECTLY ON CONCRETE ROOF.DIRECTLY ON CONCRETE ROOF.

CONT. 18 GAGE DIETRICH CONT. 18 GAGE DIETRICH CONT. 18 GAGE DIETRICH CONT. 18 GAGE DIETRICH TYPE TSB TRACK. CONNECT TYPE TSB TRACK. CONNECT TYPE TSB TRACK. CONNECT TYPE TSB TRACK. CONNECT

TRACK TO EXIST. SLAB W/ (2)TRACK TO EXIST. SLAB W/ (2)TRACK TO EXIST. SLAB W/ (2)TRACK TO EXIST. SLAB W/ (2)POWER ACTUATED FASTENERS POWER ACTUATED FASTENERS POWER ACTUATED FASTENERS POWER ACTUATED FASTENERS

AT 12" CTRS.AT 12" CTRS.AT 12" CTRS.AT 12" CTRS.


SIMPSON STRONGSIMPSON STRONGSIMPSON STRONGSIMPSON STRONG----TIE "RCKW3" TIE "RCKW3" TIE "RCKW3" TIE "RCKW3" WITH "RCKW3S (STIFFENER) AT WITH "RCKW3S (STIFFENER) AT WITH "RCKW3S (STIFFENER) AT WITH "RCKW3S (STIFFENER) AT

48" CTRS.48" CTRS.48" CTRS.48" CTRS.

EXIST. CONC. COL. EXIST. CONC. COL. EXIST. CONC. COL. EXIST. CONC. COL.

BEYONDBEYONDBEYONDBEYOND

3 5/8"3 5/8"3 5/8"3 5/8"----18 GAGE DIETRICH TYPE 18 GAGE DIETRICH TYPE 18 GAGE DIETRICH TYPE 18 GAGE DIETRICH TYPE

CWN STUDS AT 16" CTRS.CWN STUDS AT 16" CTRS.CWN STUDS AT 16" CTRS.CWN STUDS AT 16" CTRS.


CONC. ROOF.CONC. ROOF.CONC. ROOF.CONC. ROOF.

ELEV. (F.V.)ELEV. (F.V.)ELEV. (F.V.)ELEV. (F.V.)


STOREFRONT STOREFRONT STOREFRONT STOREFRONT

T.O. WALLT.O. WALLT.O. WALLT.O. WALL

ELEV. ELEV. ELEV. ELEV. ---- SEE SEE SEE SEEARCH'L. DWGS.ARCH'L. DWGS.ARCH'L. DWGS.ARCH'L. DWGS.

2'-0

" MAX.

2'-0

" MAX.

2'-0

" MAX.

2'-0

" MAX.


CONC. SLABCONC. SLABCONC. SLABCONC. SLAB





(F.V.)(F.V.)(F.V.)(F.V.)

+/- 6 1/2"+/- 6 1/2"+/- 6 1/2"+/- 6 1/2"

CONT. C6x8.2CONT. C6x8.2CONT. C6x8.2CONT. C6x8.2HSS6x2x3/16 (LLV) HSS6x2x3/16 (LLV) HSS6x2x3/16 (LLV) HSS6x2x3/16 (LLV)

OUTLOOKERSOUTLOOKERSOUTLOOKERSOUTLOOKERSSEE PLAN FOR SEE PLAN FOR SEE PLAN FOR SEE PLAN FOR

LOCATIONSLOCATIONSLOCATIONSLOCATIONS

INFILL W/ 6" INFILL W/ 6" INFILL W/ 6" INFILL W/ 6"

MTL. STUDS.MTL. STUDS.MTL. STUDS.MTL. STUDS.

3/4"ø HAS STANDARD ASTM 3/4"ø HAS STANDARD ASTM 3/4"ø HAS STANDARD ASTM 3/4"ø HAS STANDARD ASTM A36 ALLA36 ALLA36 ALLA36 ALL----THREAD ROD SET IN THREAD ROD SET IN THREAD ROD SET IN THREAD ROD SET IN

EPOXY. PROVIDE (2) AT EACH EPOXY. PROVIDE (2) AT EACH EPOXY. PROVIDE (2) AT EACH EPOXY. PROVIDE (2) AT EACH OUTLOOKER (1 EA. FACE) AND OUTLOOKER (1 EA. FACE) AND OUTLOOKER (1 EA. FACE) AND OUTLOOKER (1 EA. FACE) AND AT 24" CTRS. (MAX.)AT 24" CTRS. (MAX.)AT 24" CTRS. (MAX.)AT 24" CTRS. (MAX.)

FRAMED OVERHANGFRAMED OVERHANGFRAMED OVERHANGFRAMED OVERHANG

DEMO EXISTING WOODDEMO EXISTING WOODDEMO EXISTING WOODDEMO EXISTING WOOD

EXIST. WALL EXIST. WALL EXIST. WALL EXIST. WALL

BEYONDBEYONDBEYONDBEYOND

SEE 2/S3.2 FOR ANGLE.SEE 2/S3.2 FOR ANGLE.SEE 2/S3.2 FOR ANGLE.SEE 2/S3.2 FOR ANGLE.

CONT. L6x6x1/4CONT. L6x6x1/4CONT. L6x6x1/4CONT. L6x6x1/4

1/41/41/41/4

CONT. TOP TRACKCONT. TOP TRACKCONT. TOP TRACKCONT. TOP TRACK


SIMPSON TYPE "RCKW3" SIMPSON TYPE "RCKW3" SIMPSON TYPE "RCKW3" SIMPSON TYPE "RCKW3" JOIST CONNECTOR AT JOIST CONNECTOR AT JOIST CONNECTOR AT JOIST CONNECTOR AT

48" CTRS.48" CTRS.48" CTRS.48" CTRS.

SIMPSON TYPE "RCKW3S" SIMPSON TYPE "RCKW3S" SIMPSON TYPE "RCKW3S" SIMPSON TYPE "RCKW3S"

(STIFFENER) AT 48" CTRS.(STIFFENER) AT 48" CTRS.(STIFFENER) AT 48" CTRS.(STIFFENER) AT 48" CTRS.

NOTES:NOTES:NOTES:NOTES:1. 1. 1. 1. USE ALL SPECIFIED SCREW FASTENERS. FILL ALL USE ALL SPECIFIED SCREW FASTENERS. FILL ALL USE ALL SPECIFIED SCREW FASTENERS. FILL ALL USE ALL SPECIFIED SCREW FASTENERS. FILL ALL

SCREW HOLES WITH #12SCREW HOLES WITH #12SCREW HOLES WITH #12SCREW HOLES WITH #12----14 SCREWS. 14 SCREWS. 14 SCREWS. 14 SCREWS. 2. 2. 2. 2. WHEN USING THE "RCKWS", SECURE THE STIFFENER TO WHEN USING THE "RCKWS", SECURE THE STIFFENER TO WHEN USING THE "RCKWS", SECURE THE STIFFENER TO WHEN USING THE "RCKWS", SECURE THE STIFFENER TO

THE CLIP WITH THE SPECIFIED SCREW FASTENERS. THE CLIP WITH THE SPECIFIED SCREW FASTENERS. THE CLIP WITH THE SPECIFIED SCREW FASTENERS. THE CLIP WITH THE SPECIFIED SCREW FASTENERS. SCREWS MUST BE AT LEAST 1" LONG AND EXTEND SCREWS MUST BE AT LEAST 1" LONG AND EXTEND SCREWS MUST BE AT LEAST 1" LONG AND EXTEND SCREWS MUST BE AT LEAST 1" LONG AND EXTEND THROUGH THE CONNECTION WITH A MINIMUM OF (3) THROUGH THE CONNECTION WITH A MINIMUM OF (3) THROUGH THE CONNECTION WITH A MINIMUM OF (3) THROUGH THE CONNECTION WITH A MINIMUM OF (3) EXPOSED THREADS.EXPOSED THREADS.EXPOSED THREADS.EXPOSED THREADS.

(9) #12(9) #12(9) #12(9) #12----14 FASTENERS 14 FASTENERS 14 FASTENERS 14 FASTENERS

TO STUD.TO STUD.TO STUD.TO STUD.

1/2"ø EXP. BOLT W/ MIN. 1/2"ø EXP. BOLT W/ MIN. 1/2"ø EXP. BOLT W/ MIN. 1/2"ø EXP. BOLT W/ MIN.

6" EMBEDMENT.6" EMBEDMENT.6" EMBEDMENT.6" EMBEDMENT.


FIELD VER

IFY

FIELD VER

IFY

FIELD VER

IFY

FIELD VER

IFY

EXIST. CONC. ROOFEXIST. CONC. ROOFEXIST. CONC. ROOFEXIST. CONC. ROOF

EXIST. CONC. EXIST. CONC. EXIST. CONC. EXIST. CONC.

FOUNDATIONFOUNDATIONFOUNDATIONFOUNDATION

KEYED NOTES:KEYED NOTES:KEYED NOTES:KEYED NOTES:

EXISTING DOUBLEEXISTING DOUBLEEXISTING DOUBLEEXISTING DOUBLE----WYTHE MASONRY VENEER TO REMAIN.WYTHE MASONRY VENEER TO REMAIN.WYTHE MASONRY VENEER TO REMAIN.WYTHE MASONRY VENEER TO REMAIN.

EXISTING DOUBLEEXISTING DOUBLEEXISTING DOUBLEEXISTING DOUBLE----WYTH MASONRY VENEER TO BE REMOVED.WYTH MASONRY VENEER TO BE REMOVED.WYTH MASONRY VENEER TO BE REMOVED.WYTH MASONRY VENEER TO BE REMOVED.

SEE TDI APPROVED WINDOW SHOP DWGS. FOR ANCHORAGESEE TDI APPROVED WINDOW SHOP DWGS. FOR ANCHORAGESEE TDI APPROVED WINDOW SHOP DWGS. FOR ANCHORAGESEE TDI APPROVED WINDOW SHOP DWGS. FOR ANCHORAGETO STEEL AND CONCRETE MEMBERS.TO STEEL AND CONCRETE MEMBERS.TO STEEL AND CONCRETE MEMBERS.TO STEEL AND CONCRETE MEMBERS.

NEW GALVANIZED C4x5.4 NEW GALVANIZED C4x5.4 NEW GALVANIZED C4x5.4 NEW GALVANIZED C4x5.4 ---- SEE DETAIL "B". SEE DETAIL "B". SEE DETAIL "B". SEE DETAIL "B".

NEW GALVANIZED 3/16" X 1'NEW GALVANIZED 3/16" X 1'NEW GALVANIZED 3/16" X 1'NEW GALVANIZED 3/16" X 1'----0" PL. 0" PL. 0" PL. 0" PL. ---- SEE DETAIL "B". SEE DETAIL "B". SEE DETAIL "B". SEE DETAIL "B".

NEW CONCRETE CURB NEW CONCRETE CURB NEW CONCRETE CURB NEW CONCRETE CURB ---- SEE DETAIL 9/S3.2 AND ARCH'L. DWGS. SEE DETAIL 9/S3.2 AND ARCH'L. DWGS. SEE DETAIL 9/S3.2 AND ARCH'L. DWGS. SEE DETAIL 9/S3.2 AND ARCH'L. DWGS.

1111

2222

3333

1111 1111

2222

3333

3333

3333

3333

4444

5555

4444

5555

"A""A""A""A"

"A""A""A""A"

"B""B""B""B"

6666

6666

1111

1111

2222

2222

1/4"x4"x4" PL. W/ 3/4"ø 1/4"x4"x4" PL. W/ 3/4"ø 1/4"x4"x4" PL. W/ 3/4"ø 1/4"x4"x4" PL. W/ 3/4"ø EXP. BOLT ANCHORED 6" EXP. BOLT ANCHORED 6" EXP. BOLT ANCHORED 6" EXP. BOLT ANCHORED 6" INTO EXIST. STRUCTUREINTO EXIST. STRUCTUREINTO EXIST. STRUCTUREINTO EXIST. STRUCTURE

1/4"1/4"1/4"1/4"

WINDOW, CONT. 3/16"x0'WINDOW, CONT. 3/16"x0'WINDOW, CONT. 3/16"x0'WINDOW, CONT. 3/16"x0'----8" PL. 8" PL. 8" PL. 8" PL. AND GROUT FILL. (SEE DETAIL "B") AND GROUT FILL. (SEE DETAIL "B") AND GROUT FILL. (SEE DETAIL "B") AND GROUT FILL. (SEE DETAIL "B") NOT SHOWN FOR CLARITY.NOT SHOWN FOR CLARITY.NOT SHOWN FOR CLARITY.NOT SHOWN FOR CLARITY.

3/163/163/163/16 4"4"4"4"

DETAIL "A" DETAIL "A" DETAIL "A" DETAIL "A" ---- PLAN VIEW PLAN VIEW PLAN VIEW PLAN VIEW

LOCATE PL. 1/4" LOCATE PL. 1/4" LOCATE PL. 1/4" LOCATE PL. 1/4" PAST CHANNELPAST CHANNELPAST CHANNELPAST CHANNEL

1111

1111

2222

2222

SHOVE METAL LATH SHOVE METAL LATH SHOVE METAL LATH SHOVE METAL LATH INTO CAVITY TO BLOCK INTO CAVITY TO BLOCK INTO CAVITY TO BLOCK INTO CAVITY TO BLOCK FLOW OF GROUT INFILL.FLOW OF GROUT INFILL.FLOW OF GROUT INFILL.FLOW OF GROUT INFILL.

PROVIDE 1"ø HOLES PROVIDE 1"ø HOLES PROVIDE 1"ø HOLES PROVIDE 1"ø HOLES IN PL. AT 12" CTRS. IN PL. AT 12" CTRS. IN PL. AT 12" CTRS. IN PL. AT 12" CTRS. TO ALLOW FOR PL. TO TO ALLOW FOR PL. TO TO ALLOW FOR PL. TO TO ALLOW FOR PL. TO BE FIELD WELDED TO BE FIELD WELDED TO BE FIELD WELDED TO BE FIELD WELDED TO CHANNEL.CHANNEL.CHANNEL.CHANNEL.

DETAIL "B" DETAIL "B" DETAIL "B" DETAIL "B" ---- PLAN VIEW PLAN VIEW PLAN VIEW PLAN VIEW

GROUT VOID SOLID ON GROUT VOID SOLID ON GROUT VOID SOLID ON GROUT VOID SOLID ON EA. SIDE OF CHANNEL. EA. SIDE OF CHANNEL. EA. SIDE OF CHANNEL. EA. SIDE OF CHANNEL. (TYPICAL AS REQUIRED)(TYPICAL AS REQUIRED)(TYPICAL AS REQUIRED)(TYPICAL AS REQUIRED)

NEW NEW NEW NEW WINDOWWINDOWWINDOWWINDOWSEE SEE SEE SEE ARCH'L. ARCH'L. ARCH'L. ARCH'L. DWGS.DWGS.DWGS.DWGS.

5555

4444

EXISTING SLABEXISTING SLABEXISTING SLABEXISTING SLAB

EXISTING CONC. WALLEXISTING CONC. WALLEXISTING CONC. WALLEXISTING CONC. WALL


WALL TO BE REMOVED.WALL TO BE REMOVED.WALL TO BE REMOVED.WALL TO BE REMOVED.


BEAM TO REMAINBEAM TO REMAINBEAM TO REMAINBEAM TO REMAIN

NEW WINDOW NEW WINDOW NEW WINDOW NEW WINDOW ---- SEE SEE SEE SEE

ARCH'L. DWGS.ARCH'L. DWGS.ARCH'L. DWGS.ARCH'L. DWGS.



ARCH'L.ARCH'L.ARCH'L.ARCH'L.

SEESEESEESEE

CLR.CLR.CLR.CLR.

3" MIN.3" MIN.3" MIN.3" MIN.

4"

4"

4"

4"

REINF. CONC. CURB WITHREINF. CONC. CURB WITHREINF. CONC. CURB WITHREINF. CONC. CURB WITH(1) # 4 CONT. & # 3(1) # 4 CONT. & # 3(1) # 4 CONT. & # 3(1) # 4 CONT. & # 3

DWLS AT 12" CTRS.DWLS AT 12" CTRS.DWLS AT 12" CTRS.DWLS AT 12" CTRS.

DRILL AND SET TIES IN EPOXY.DRILL AND SET TIES IN EPOXY.DRILL AND SET TIES IN EPOXY.DRILL AND SET TIES IN EPOXY.

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7/28/2016 10:05:05 AM


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ROOF FRAMING SECTIONROOF FRAMING SECTIONROOF FRAMING SECTIONROOF FRAMING SECTION3333ROOF FRAMING SECTIONROOF FRAMING SECTIONROOF FRAMING SECTIONROOF FRAMING SECTION1111 ROOF FRAMING SECTIONROOF FRAMING SECTIONROOF FRAMING SECTIONROOF FRAMING SECTION2222 ROOF FRAMING SECTIONROOF FRAMING SECTIONROOF FRAMING SECTIONROOF FRAMING SECTION4444

TYPICAL DETAIL AT NEW PARAPETTYPICAL DETAIL AT NEW PARAPETTYPICAL DETAIL AT NEW PARAPETTYPICAL DETAIL AT NEW PARAPET5555 TYPICAL DETAIL AT NEW PARAPETTYPICAL DETAIL AT NEW PARAPETTYPICAL DETAIL AT NEW PARAPETTYPICAL DETAIL AT NEW PARAPET6666 SIMPSON TYPE "RCKW" CONNECTOR DETAILSIMPSON TYPE "RCKW" CONNECTOR DETAILSIMPSON TYPE "RCKW" CONNECTOR DETAILSIMPSON TYPE "RCKW" CONNECTOR DETAIL7777

(ADD ALTERNATE NO. 1)(ADD ALTERNATE NO. 1)(ADD ALTERNATE NO. 1)(ADD ALTERNATE NO. 1)TYPICAL DETAIL AT NEW WINDOW OPENINGSTYPICAL DETAIL AT NEW WINDOW OPENINGSTYPICAL DETAIL AT NEW WINDOW OPENINGSTYPICAL DETAIL AT NEW WINDOW OPENINGS8888

TYPICAL DETAIL AT NEW WINDOW OPENINGTYPICAL DETAIL AT NEW WINDOW OPENINGTYPICAL DETAIL AT NEW WINDOW OPENINGTYPICAL DETAIL AT NEW WINDOW OPENING9999

CLR.

CLR.

CLR.

CLR.

3" MIN.

3" MIN.

3" MIN.

3" MIN.

4'-0

" MIN.

4'-0

" MIN.

4'-0

" MIN.

4'-0

" MIN.

6"

6"

6"

6"

8x8 WOOD POST 8x8 WOOD POST 8x8 WOOD POST 8x8 WOOD POST


GRADE ELEV. VARIES GRADE ELEV. VARIES GRADE ELEV. VARIES GRADE ELEV. VARIES

FIELD VERIFYFIELD VERIFYFIELD VERIFYFIELD VERIFY

TREX FLOOR DECK TREX FLOOR DECK TREX FLOOR DECK TREX FLOOR DECK ---- SEE ARCH'L. SEE ARCH'L. SEE ARCH'L. SEE ARCH'L.

DWGS. FOR ADDN'L. NOTES. SEE DWGS. FOR ADDN'L. NOTES. SEE DWGS. FOR ADDN'L. NOTES. SEE DWGS. FOR ADDN'L. NOTES. SEE MFR'S SHOP DWGS FOR CONNX. MFR'S SHOP DWGS FOR CONNX. MFR'S SHOP DWGS FOR CONNX. MFR'S SHOP DWGS FOR CONNX.

TO FLOOR JOISTS.TO FLOOR JOISTS.TO FLOOR JOISTS.TO FLOOR JOISTS.

FLOOR JSTS. FLOOR JSTS. FLOOR JSTS. FLOOR JSTS. ---- SEE PLAN SEE PLAN SEE PLAN SEE PLAN

TREX GUARDRAIL TREX GUARDRAIL TREX GUARDRAIL TREX GUARDRAIL ---- SEE ARCH'L. SEE ARCH'L. SEE ARCH'L. SEE ARCH'L.

DWGS. FOR ADDN'L. NOTES. DWGS. FOR ADDN'L. NOTES. DWGS. FOR ADDN'L. NOTES. DWGS. FOR ADDN'L. NOTES.

SEE MFR'S SHOP DWGS FOR SEE MFR'S SHOP DWGS FOR SEE MFR'S SHOP DWGS FOR SEE MFR'S SHOP DWGS FOR

CONNX. TO FLOOR FRAMING.CONNX. TO FLOOR FRAMING.CONNX. TO FLOOR FRAMING.CONNX. TO FLOOR FRAMING.

TREX FACIA TRIMTREX FACIA TRIMTREX FACIA TRIMTREX FACIA TRIM

SEE ARCH'L. DWGS. SEE ARCH'L. DWGS. SEE ARCH'L. DWGS. SEE ARCH'L. DWGS.

FOR ADDN'L. NOTES.FOR ADDN'L. NOTES.FOR ADDN'L. NOTES.FOR ADDN'L. NOTES.

SIMPSON "H2.5ASS" SIMPSON "H2.5ASS" SIMPSON "H2.5ASS" SIMPSON "H2.5ASS"

AT EA. FLOOR JOIST.AT EA. FLOOR JOIST.AT EA. FLOOR JOIST.AT EA. FLOOR JOIST.

(2) 3/4"ø GALV. THRU(2) 3/4"ø GALV. THRU(2) 3/4"ø GALV. THRU(2) 3/4"ø GALV. THRU----BOLTS W/ BOLTS W/ BOLTS W/ BOLTS W/

GALV. WASHERS EA. FACE INTO GALV. WASHERS EA. FACE INTO GALV. WASHERS EA. FACE INTO GALV. WASHERS EA. FACE INTO EA. BEAM. SPLICE BEAMS AT COL. EA. BEAM. SPLICE BEAMS AT COL. EA. BEAM. SPLICE BEAMS AT COL. EA. BEAM. SPLICE BEAMS AT COL.

CL. ONLY.CL. ONLY.CL. ONLY.CL. ONLY.

(2) 2x12 (2) 2x12 (2) 2x12 (2) 2x12 ---- SEE PLAN SEE PLAN SEE PLAN SEE PLAN

18"ø18"ø18"ø18"ø

CLR.

CLR.

CLR.

CLR.

3" MIN.

3" MIN.

3" MIN.

3" MIN.

4'-0

" MIN.

4'-0

" MIN.

4'-0

" MIN.

4'-0

" MIN.



FLOOR JSTS. FLOOR JSTS. FLOOR JSTS. FLOOR JSTS. ---- SEE PLAN SEE PLAN SEE PLAN SEE PLAN

(2) 3/4"ø GALV. THRU(2) 3/4"ø GALV. THRU(2) 3/4"ø GALV. THRU(2) 3/4"ø GALV. THRU----BOLTS BOLTS BOLTS BOLTS W/ GALV. WASHERS EA. FACE W/ GALV. WASHERS EA. FACE W/ GALV. WASHERS EA. FACE W/ GALV. WASHERS EA. FACE

INTO EA. BEAM. INTO EA. BEAM. INTO EA. BEAM. INTO EA. BEAM.

2x12 FLOOR BEAM 2x12 FLOOR BEAM 2x12 FLOOR BEAM 2x12 FLOOR BEAM

(NEAR SIDE & FAR SIDE)(NEAR SIDE & FAR SIDE)(NEAR SIDE & FAR SIDE)(NEAR SIDE & FAR SIDE)

SIMPSON "H2.5ASS" BEYONDSIMPSON "H2.5ASS" BEYONDSIMPSON "H2.5ASS" BEYONDSIMPSON "H2.5ASS" BEYOND



SIMPSON "H2.5ASS"SIMPSON "H2.5ASS"SIMPSON "H2.5ASS"SIMPSON "H2.5ASS"

TREX FLOOR DECK TREX FLOOR DECK TREX FLOOR DECK TREX FLOOR DECK ---- SEE ARCH'L. SEE ARCH'L. SEE ARCH'L. SEE ARCH'L.

DWGS. FOR ADDN'L. NOTES. SEE DWGS. FOR ADDN'L. NOTES. SEE DWGS. FOR ADDN'L. NOTES. SEE DWGS. FOR ADDN'L. NOTES. SEE MFR'S SHOP DWGS FOR CONNX. MFR'S SHOP DWGS FOR CONNX. MFR'S SHOP DWGS FOR CONNX. MFR'S SHOP DWGS FOR CONNX.

TO FLOOR JOISTS.TO FLOOR JOISTS.TO FLOOR JOISTS.TO FLOOR JOISTS.



CLR.

CLR.

CLR.

CLR.

3" MIN.

3" MIN.

3" MIN.

3" MIN.

4'-0

" MIN.

4'-0

" MIN.

4'-0

" MIN.

4'-0

" MIN.

6"

6"

6"

6"




(FIELD VERIFY)(FIELD VERIFY)(FIELD VERIFY)(FIELD VERIFY)

FLOOR JSTS (NEAR SIDE)FLOOR JSTS (NEAR SIDE)FLOOR JSTS (NEAR SIDE)FLOOR JSTS (NEAR SIDE) FLOOR JOIST FLOOR JOIST FLOOR JOIST FLOOR JOIST

(FAR SIDE)(FAR SIDE)(FAR SIDE)(FAR SIDE)

18"ø18"ø18"ø18"ø

EXTEND EA. JOIST ACROSS EXTEND EA. JOIST ACROSS EXTEND EA. JOIST ACROSS EXTEND EA. JOIST ACROSS

FULL WIDTH OF BEAMS.FULL WIDTH OF BEAMS.FULL WIDTH OF BEAMS.FULL WIDTH OF BEAMS.

SIMPSON "H2.5ASS" AT SIMPSON "H2.5ASS" AT SIMPSON "H2.5ASS" AT SIMPSON "H2.5ASS" AT

EA. FLOOR JOISTEA. FLOOR JOISTEA. FLOOR JOISTEA. FLOOR JOIST




TREX FLOOR DECKTREX FLOOR DECKTREX FLOOR DECKTREX FLOOR DECK

CLR.

CLR.

CLR.

CLR.

3" MIN.

3" MIN.

3" MIN.

3" MIN.

4'-0

" MIN.

4'-0

" MIN.

4'-0

" MIN.

4'-0

" MIN.

TREX DECKTREX DECKTREX DECKTREX DECK

2x12 FLOOR BEAM 2x12 FLOOR BEAM 2x12 FLOOR BEAM 2x12 FLOOR BEAM

(NEAR SIDE & FAR SIDE)(NEAR SIDE & FAR SIDE)(NEAR SIDE & FAR SIDE)(NEAR SIDE & FAR SIDE)




C C C C LLLL BM. SPLICE,BM. SPLICE,BM. SPLICE,BM. SPLICE,POST & FTG.POST & FTG.POST & FTG.POST & FTG.

(2) 3/4"ø THRU(2) 3/4"ø THRU(2) 3/4"ø THRU(2) 3/4"ø THRU----BOLTS W/ BOLTS W/ BOLTS W/ BOLTS W/

GALV WASHERS EA. FACE GALV WASHERS EA. FACE GALV WASHERS EA. FACE GALV WASHERS EA. FACE

INTO EA. BEAM.INTO EA. BEAM.INTO EA. BEAM.INTO EA. BEAM.

FLOOR JSTS.FLOOR JSTS.FLOOR JSTS.FLOOR JSTS.




GRADE GRADE GRADE GRADE ---- F.V. F.V. F.V. F.V.

FLOOR JSTS (NEAR SIDE)FLOOR JSTS (NEAR SIDE)FLOOR JSTS (NEAR SIDE)FLOOR JSTS (NEAR SIDE)

FLOOR JOIST (FAR SIDE)FLOOR JOIST (FAR SIDE)FLOOR JOIST (FAR SIDE)FLOOR JOIST (FAR SIDE)





CLR.

CLR.

CLR.

CLR.

3" MIN.

3" MIN.

3" MIN.

3" MIN.

SLOPESLOPESLOPESLOPE

10% MIN.10% MIN.10% MIN.10% MIN.

1 1/2"

1 1/2"

1 1/2"

1 1/2"

3"

3"

3"

3"

3"

3"

3"

3"

4"

4"

4"

4"

2"

2"

2"

2"

EXIST. PAVERSEXIST. PAVERSEXIST. PAVERSEXIST. PAVERS

EXISTING RETAINING WALLEXISTING RETAINING WALLEXISTING RETAINING WALLEXISTING RETAINING WALL

CUT EXIST. GRADE DOWN CUT EXIST. GRADE DOWN CUT EXIST. GRADE DOWN CUT EXIST. GRADE DOWN TO ACHIEVE MIN. 3" CLR. TO ACHIEVE MIN. 3" CLR. TO ACHIEVE MIN. 3" CLR. TO ACHIEVE MIN. 3" CLR.

SHOWN AND TO SLOPE SHOWN AND TO SLOPE SHOWN AND TO SLOPE SHOWN AND TO SLOPE MIN. OF 10% AWAY FROM MIN. OF 10% AWAY FROM MIN. OF 10% AWAY FROM MIN. OF 10% AWAY FROM

WALL.WALL.WALL.WALL.



CONT. WOLM. (2) 2X RIPPED TO CONT. WOLM. (2) 2X RIPPED TO CONT. WOLM. (2) 2X RIPPED TO CONT. WOLM. (2) 2X RIPPED TO

FIT BETWEEN TOP OF WALL AND FIT BETWEEN TOP OF WALL AND FIT BETWEEN TOP OF WALL AND FIT BETWEEN TOP OF WALL AND BOTT. OF JSTS. (ASSUME MIN. BOTT. OF JSTS. (ASSUME MIN. BOTT. OF JSTS. (ASSUME MIN. BOTT. OF JSTS. (ASSUME MIN.

OF (2) 2x12)OF (2) 2x12)OF (2) 2x12)OF (2) 2x12)

GALV. 3/16"x4"x1'GALV. 3/16"x4"x1'GALV. 3/16"x4"x1'GALV. 3/16"x4"x1'----1 1/2" PL. 1 1/2" PL. 1 1/2" PL. 1 1/2" PL.

AT 24" CTRS.AT 24" CTRS.AT 24" CTRS.AT 24" CTRS.4"4"4"4"

GALV. 3/4"ø EXP. BOLT.GALV. 3/4"ø EXP. BOLT.GALV. 3/4"ø EXP. BOLT.GALV. 3/4"ø EXP. BOLT.

(2) 3/4"ø THRU(2) 3/4"ø THRU(2) 3/4"ø THRU(2) 3/4"ø THRU----BOLTS BOLTS BOLTS BOLTS


EXIST. GRADE F.V. EXIST. GRADE F.V. EXIST. GRADE F.V. EXIST. GRADE F.V.

CONT. 2X "SLEEPERS" CUT CONT. 2X "SLEEPERS" CUT CONT. 2X "SLEEPERS" CUT CONT. 2X "SLEEPERS" CUT TO FIT SNUG BETWEEN TO FIT SNUG BETWEEN TO FIT SNUG BETWEEN TO FIT SNUG BETWEEN

PAVERS AND TREX DECK.PAVERS AND TREX DECK.PAVERS AND TREX DECK.PAVERS AND TREX DECK.





BETWEEN FLOOR JSTS AND SLEEPERS, BETWEEN FLOOR JSTS AND SLEEPERS, BETWEEN FLOOR JSTS AND SLEEPERS, BETWEEN FLOOR JSTS AND SLEEPERS, CUT 18" WIDE SECTION OF EXIST. CUT 18" WIDE SECTION OF EXIST. CUT 18" WIDE SECTION OF EXIST. CUT 18" WIDE SECTION OF EXIST.

CONC. RETAINING WALL DOWN TO TOP CONC. RETAINING WALL DOWN TO TOP CONC. RETAINING WALL DOWN TO TOP CONC. RETAINING WALL DOWN TO TOP OF EXIST. PAVER ELEV. TO ALLOW FOR OF EXIST. PAVER ELEV. TO ALLOW FOR OF EXIST. PAVER ELEV. TO ALLOW FOR OF EXIST. PAVER ELEV. TO ALLOW FOR

DRAINAGE TO OCCUR.DRAINAGE TO OCCUR.DRAINAGE TO OCCUR.DRAINAGE TO OCCUR.

EXISTING PAVERSEXISTING PAVERSEXISTING PAVERSEXISTING PAVERS

NEW 10 MIL POLYETHYLENE NEW 10 MIL POLYETHYLENE NEW 10 MIL POLYETHYLENE NEW 10 MIL POLYETHYLENE VAPOR BARRIER . TAPE ALL VAPOR BARRIER . TAPE ALL VAPOR BARRIER . TAPE ALL VAPOR BARRIER . TAPE ALL

JOINTS.JOINTS.JOINTS.JOINTS.

SIMPSON "HU210" SIMPSON "HU210" SIMPSON "HU210" SIMPSON "HU210" (STAINLESS STEEL) HANGER (STAINLESS STEEL) HANGER (STAINLESS STEEL) HANGER (STAINLESS STEEL) HANGER

AT EA. FLOOR JOIST.AT EA. FLOOR JOIST.AT EA. FLOOR JOIST.AT EA. FLOOR JOIST.

SIMPSON "HU26" HANGER AT EA. SIMPSON "HU26" HANGER AT EA. SIMPSON "HU26" HANGER AT EA. SIMPSON "HU26" HANGER AT EA.

SLEEPER. (STAINLESS STEEL)SLEEPER. (STAINLESS STEEL)SLEEPER. (STAINLESS STEEL)SLEEPER. (STAINLESS STEEL)

FLOOR JSTS (NEAR SIDE)FLOOR JSTS (NEAR SIDE)FLOOR JSTS (NEAR SIDE)FLOOR JSTS (NEAR SIDE)

SIMPSON "A35" AT EA. SIMPSON "A35" AT EA. SIMPSON "A35" AT EA. SIMPSON "A35" AT EA.

SLEEPER AT 48" CTRS.SLEEPER AT 48" CTRS.SLEEPER AT 48" CTRS.SLEEPER AT 48" CTRS.

4'-0

" MIN.

4'-0

" MIN.

4'-0

" MIN.

4'-0

" MIN.

FLOOR JST FLOOR JST FLOOR JST FLOOR JST ---- SEE PLAN SEE PLAN SEE PLAN SEE PLAN FLOOR JOIST FLOOR JOIST FLOOR JOIST FLOOR JOIST





DECK ORIENTATION CHANGES DECK ORIENTATION CHANGES DECK ORIENTATION CHANGES DECK ORIENTATION CHANGES

AT THIS LOCATION.AT THIS LOCATION.AT THIS LOCATION.AT THIS LOCATION.

CLR.

CLR.

CLR.

CLR.

3" MIN.

3" MIN.

3" MIN.

3" MIN.

NAIL RAFTER TO EA. NAIL RAFTER TO EA. NAIL RAFTER TO EA. NAIL RAFTER TO EA. PERPENDICULAR RAFTER PERPENDICULAR RAFTER PERPENDICULAR RAFTER PERPENDICULAR RAFTER

W/ (2) 16d NAILS.W/ (2) 16d NAILS.W/ (2) 16d NAILS.W/ (2) 16d NAILS.



4'-0

" MIN.

4'-0

" MIN.

4'-0

" MIN.

4'-0

" MIN.

FLOOR JST FLOOR JST FLOOR JST FLOOR JST ---- SEE PLAN SEE PLAN SEE PLAN SEE PLAN

FLOOR BEAM FLOOR BEAM FLOOR BEAM FLOOR BEAM





DECK ORIENTATION DECK ORIENTATION DECK ORIENTATION DECK ORIENTATION CHANGES AT THIS CHANGES AT THIS CHANGES AT THIS CHANGES AT THIS

LOCATION.LOCATION.LOCATION.LOCATION.

CLR.

CLR.

CLR.

CLR.

3" MIN.

3" MIN.

3" MIN.

3" MIN.

(3) 16d NAILS(3) 16d NAILS(3) 16d NAILS(3) 16d NAILS

FLOOR JSTS. FLOOR JSTS. FLOOR JSTS. FLOOR JSTS.


ELEV.ELEV.ELEV.ELEV.VARIESVARIESVARIESVARIES

(F.V.)(F.V.)(F.V.)(F.V.)

SEE PLAN AND SEE PLAN AND SEE PLAN AND SEE PLAN AND

DETAIL 6/S3.3 DETAIL 6/S3.3 DETAIL 6/S3.3 DETAIL 6/S3.3 FOR CONT. 2X FOR CONT. 2X FOR CONT. 2X FOR CONT. 2X

"SLEEPERS""SLEEPERS""SLEEPERS""SLEEPERS"





EXISTING PAVERSEXISTING PAVERSEXISTING PAVERSEXISTING PAVERS

NEW 10 MIL POLYETHYLENE NEW 10 MIL POLYETHYLENE NEW 10 MIL POLYETHYLENE NEW 10 MIL POLYETHYLENE

VAPOR BARRIER. TAPE ALL VAPOR BARRIER. TAPE ALL VAPOR BARRIER. TAPE ALL VAPOR BARRIER. TAPE ALL


BOLT FLOOR JST. TO EXIST. BOLT FLOOR JST. TO EXIST. BOLT FLOOR JST. TO EXIST. BOLT FLOOR JST. TO EXIST.

CONC. WALL W/ 5/8"ø EXP. CONC. WALL W/ 5/8"ø EXP. CONC. WALL W/ 5/8"ø EXP. CONC. WALL W/ 5/8"ø EXP.

BOLTS AT 48" CTRS.BOLTS AT 48" CTRS.BOLTS AT 48" CTRS.BOLTS AT 48" CTRS.


FLR. JSTS. FLR. JSTS. FLR. JSTS. FLR. JSTS. ---- SEE PLAN SEE PLAN SEE PLAN SEE PLAN

SIMPSON "A35" AT EA. SIMPSON "A35" AT EA. SIMPSON "A35" AT EA. SIMPSON "A35" AT EA.

SLEEPER AT 48" CTRS.SLEEPER AT 48" CTRS.SLEEPER AT 48" CTRS.SLEEPER AT 48" CTRS.

ELEV.ELEV.ELEV.ELEV.VARIESVARIESVARIESVARIES

(F.V.)(F.V.)(F.V.)(F.V.)

SEE PLAN AND DETAIL 6/S3.3 SEE PLAN AND DETAIL 6/S3.3 SEE PLAN AND DETAIL 6/S3.3 SEE PLAN AND DETAIL 6/S3.3

FOR CONT. 2X "SLEEPERS"FOR CONT. 2X "SLEEPERS"FOR CONT. 2X "SLEEPERS"FOR CONT. 2X "SLEEPERS"







FLATWORKFLATWORKFLATWORKFLATWORK

NEW 10 MIL POLYETHYLENE NEW 10 MIL POLYETHYLENE NEW 10 MIL POLYETHYLENE NEW 10 MIL POLYETHYLENE VAPOR BARRIER. TAPE ALL VAPOR BARRIER. TAPE ALL VAPOR BARRIER. TAPE ALL VAPOR BARRIER. TAPE ALL



FLOOR JST. FLOOR JST. FLOOR JST. FLOOR JST. ---- SEE PLAN SEE PLAN SEE PLAN SEE PLAN

SEE DETAIL 6/S3.3 FOR NOTCHES SEE DETAIL 6/S3.3 FOR NOTCHES SEE DETAIL 6/S3.3 FOR NOTCHES SEE DETAIL 6/S3.3 FOR NOTCHES

AT TOP OF EXISTING CONC. WALL.AT TOP OF EXISTING CONC. WALL.AT TOP OF EXISTING CONC. WALL.AT TOP OF EXISTING CONC. WALL.SIMPSON "A35" SIMPSON "A35" SIMPSON "A35" SIMPSON "A35"

AT EA. SLEEPER AT EA. SLEEPER AT EA. SLEEPER AT EA. SLEEPER


SHEET NOTES:SHEET NOTES:SHEET NOTES:SHEET NOTES:

1. 1. 1. 1. ALL WOOD MEMBERS SHALL BE WOLMANIZED.ALL WOOD MEMBERS SHALL BE WOLMANIZED.ALL WOOD MEMBERS SHALL BE WOLMANIZED.ALL WOOD MEMBERS SHALL BE WOLMANIZED.2. 2. 2. 2. ALL NAILS AND BOLTS SHALL BE GALVANIZED.ALL NAILS AND BOLTS SHALL BE GALVANIZED.ALL NAILS AND BOLTS SHALL BE GALVANIZED.ALL NAILS AND BOLTS SHALL BE GALVANIZED.3. 3. 3. 3. SIMPSON STRONGSIMPSON STRONGSIMPSON STRONGSIMPSON STRONG----TIE ANCHORS SHALL BE STAINLESS STEEL.TIE ANCHORS SHALL BE STAINLESS STEEL.TIE ANCHORS SHALL BE STAINLESS STEEL.TIE ANCHORS SHALL BE STAINLESS STEEL.

THIS SHEET IS FORTHIS SHEET IS FORTHIS SHEET IS FORTHIS SHEET IS FOR(ADD ALTERNATE NO. 2)(ADD ALTERNATE NO. 2)(ADD ALTERNATE NO. 2)(ADD ALTERNATE NO. 2)

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PROJECT NO.

DATE

REVISIONS:

16-12116-12116-12116-121

07/

28/16

07/

28/16

07/

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07/

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ALTERNATE #27/28/2016 10:05:05 AM


Best W


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FRAM

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7/28/2016

1617

SECTION AT WOOD DECK (ADD ALT. NO. 2)SECTION AT WOOD DECK (ADD ALT. NO. 2)SECTION AT WOOD DECK (ADD ALT. NO. 2)SECTION AT WOOD DECK (ADD ALT. NO. 2)1111 SECTION AT WOOD DECK (ADD ALT. NO. 2)SECTION AT WOOD DECK (ADD ALT. NO. 2)SECTION AT WOOD DECK (ADD ALT. NO. 2)SECTION AT WOOD DECK (ADD ALT. NO. 2)2222 SECTION AT WOOD DECK (ADD ALT. NO. 2)SECTION AT WOOD DECK (ADD ALT. NO. 2)SECTION AT WOOD DECK (ADD ALT. NO. 2)SECTION AT WOOD DECK (ADD ALT. NO. 2)3333 SECTION AT WOOD DECK (ADD ALT. NO. 2)SECTION AT WOOD DECK (ADD ALT. NO. 2)SECTION AT WOOD DECK (ADD ALT. NO. 2)SECTION AT WOOD DECK (ADD ALT. NO. 2)4444

SECTION AT WOOD DECK (ADD ALT. NO. 2)SECTION AT WOOD DECK (ADD ALT. NO. 2)SECTION AT WOOD DECK (ADD ALT. NO. 2)SECTION AT WOOD DECK (ADD ALT. NO. 2)5555 SECTION AT WOOD DECK (ADD ALT. NO. 2)SECTION AT WOOD DECK (ADD ALT. NO. 2)SECTION AT WOOD DECK (ADD ALT. NO. 2)SECTION AT WOOD DECK (ADD ALT. NO. 2)6666 SECTION AT WOOD DECK (ADD ALT. NO. 2)SECTION AT WOOD DECK (ADD ALT. NO. 2)SECTION AT WOOD DECK (ADD ALT. NO. 2)SECTION AT WOOD DECK (ADD ALT. NO. 2)7777 SECTION AT WOOD DECK (ADD ALT. NO. 2)SECTION AT WOOD DECK (ADD ALT. NO. 2)SECTION AT WOOD DECK (ADD ALT. NO. 2)SECTION AT WOOD DECK (ADD ALT. NO. 2)8888

SECTION AT WOOD DECK (ADD ALT. NO. 2)SECTION AT WOOD DECK (ADD ALT. NO. 2)SECTION AT WOOD DECK (ADD ALT. NO. 2)SECTION AT WOOD DECK (ADD ALT. NO. 2)9999 SECTION AT WOOD DECK (ADD ALT. NO. 2)SECTION AT WOOD DECK (ADD ALT. NO. 2)SECTION AT WOOD DECK (ADD ALT. NO. 2)SECTION AT WOOD DECK (ADD ALT. NO. 2)10101010

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