S H E E T I N D E X

LANDSCAPE ARCHITECTURE

A R C H I T E C T U R E

S T R U C T U R A LC I V I L

R E L E A S E H I S T O R Y

JOB #:

DATE:

RE:

S H E E T T I T L E

S H E E T #

PERMIT SET

05.01.2018

00000.00

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INGS AND SPECIFICATIONS ARE PROPRIETARY AND PROPERTY OF SYNCHRONICITY, LLC. NO USAGE ON ANY OTHER PROJECT OR DESIGN PERMITTED. VIOLATIONS SUBJECT TO

FULL PROSECUTION UNDER LAW

. USAGE FOR ANY REASON OUTSIDE OF THIS SPECIFIC PROJECT MUST HAVE W

RITTEN PERMISSION FROM SYNCHRONICITY, LLC

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L-000

INDEX

TODD RICHARDSON, RLA

O W N E R

OWNER'S AGENT: TREY SEDALIK

L A N D S C A P E A R C H I T E C T

832 COLEMAN BLVD, LLC

832 COLEMAN BLVD

MT PLEASANT, SC 29464

P: 843.619.2995

E: TREY@PROSPECTREP.COM

SYNCHRONICITY

721 KING STREET

CHARLESTON, SC 29403

P: 843.203.4766

E: TODD@SYNCHRONICITY.DESIGN

A R C H I T E C T

LUKE JARRETT, AIASYNCHRONICITY

721 KING STREET

CHARLESTON, SC 29403

P: 843.203.4766

E: LUKE@SYNCHRONICITY.DESIGN

L O C A T I O N M A P S

TMS# 532-03-00-090

Z O N I N G

AB / URBAN CORRIDOR DISTRICT

FRONT (ON COLEMAN BLVD.) - N/A

REAR - 10'

SIDE - 5'

NORTH- 10' TYPE A BUFFER YARD

EAST - EX. 5' BUFFER YARD / EX. WALL

BUILDING HEIGHT - 45' MAX

OVERLAY ZONING:

PROJECT SETBACKS:

ZONING CONDITIONS:

INDEX

SITE PLAN LANDSCAPE PLAN PLANT SCHEDULE HARDSCAPE DETAILS LANDSCAPE DETAILS LANDSCAPE DETAILS LANDSCAPE DETAILS LANDSCAPE DETAILS

L-000

L-100

L-400

L-600

L-930

L-940

L-941

L-942

L-943

CODE SHEET

EXISTING SITE PLAN

PROPOSED SITE PLAN

EXISTING FLOOR PLAN

PROPOSED FLOOR PLAN

EXISTING ROOF PLAN

PROPOSED ROOF PLAN

EXISTING AND PROPOSED ELEVATIONS

EXISTING AND PROPOSED ELEVATIONS

EXISTING AND PROPOSED ELEVATIONS

EXISTING AND PROPOSED ELEVATIONS

SECTIONS

DETAILS

A-001

A-100a

A-100b

A-101

A-102

A-103

A-104

A-201

A-202

A-203

A-204

A-301

A-501

EXISTING CONDITIONS & DEMOLITION PLAN

SITE PLAN

GRADING & STORM DRAINAGE PLAN

SWPPP

WATER & SEWER PLAN

C-1

C-2

C-3

C-4

C-5

CLIENT REVIEW10/25/17

PRELIMINARY REVIEW11/13/17

PRELIMINARY DESIGN REVIEW SUBMITTAL12/20/17

8 3 2 C O L E M A N B L V D , L L C

8 3 2 C O L E M A N B L V D M T . P L E A S A N T , S O U T H C A R O L I N A

S-1

S-2

S-3

S-4

FOUNDATION PLAN

1ST FLOOR FRAMING PLAN

2ND FLOOR FRAMING PLAN

STRUCTURAL NOTES

S H E L L I M P R O V E M E N T

E L E T R I C A L

E-101 ELECTRICAL PLAN

S T R U C T U R A L

WILLIAM H. BRANHAM III, PE, LLC

P.O. BOX 147

MT. PLEASANT, SC 29465

E L E C T R I C A L

HENSLEY & GOERLING

CONSULTING ENGINEERS

P.O. BOX 2503

SUMMERVILLE, SC 29485

WILLIAM H. BRANHAM III PE

DEREK W. HENSLEY PE

12 11 10 9 8 7 6 5 4 3 12

21'-5

"

9'-0"

18

'-0

"

13 14 15 16

18 19 20

22'-0"

8'-0

"

17

8'-0"

10' SIDE SETBACK

10

' R

EA

R S

ET

BA

CK

5' SIDE SETBACK

1

L-930

PROPOSED PLANTER

2

L-930

PROPOSED PICNIC TABLE

CONCRETE

JOB #:

DATE:

RE:

S H E E T T I T L E

S H E E T #

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05.01.2018

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INGS AND SPECIFICATIONS ARE PROPRIETARY AND PROPERTY OF SYNCHRONICITY, LLC. NO USAGE ON ANY OTHER PROJECT OR DESIGN PERMITTED. VIOLATIONS SUBJECT TO

FULL PROSECUTION UNDER LAW

. USAGE FOR ANY REASON OUTSIDE OF THIS SPECIFIC PROJECT MUST HAVE W

RITTEN PERMISSION FROM SYNCHRONICITY, LLC

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L-100

SITE PLAN

0' 20'10' 5' 10' 30'

SCALE : 1:10 @ 22" X 34"

SCALE : 1:20 @ 11" X 17"

NORTH

DEVELOPMENT SUMMARY

FRONT

TOTAL SIDE

N/A'

10'

0.467 AC +/- TOTAL SITE AREA (AC)

20,325 SF +/-

19% LOT COVERAGE

REAR10'

BUILDING SETBACKS

1 SPC / 200-300 SF

1 SPC / 200 SF (20)

45'

REQUIRED PARKING

PROPOSED PARKING

MAX. BLDG. HEIGHT

SIDE MIN. NORTH/EAST5'

SIDE MIN. SOUTH/WEST5'

AB EXISTING ZONING

TMS # 463-12-03-010

TOTAL SITE AREA (SF)

3,861 SFBUILDING AREA (SF)

RETAIL PROPOSED USE

12 11 10 9 8 7 6 5 4 3 12

21'-5

"

9'-0"

18

'-0

"

13 14 15 16

18 19 20

22'-0"

8'-0

"

17

8'-0"

JSSR

EQHY/3

LIME/4

QUNU

TDPP/2

EX. PALM

QUNU

LIME/4

TDPP/2

RORB/2

TDPP/2

TDPP/2

RORB/2

RORB/2

RORB/2

TDPP/2

LISS/4

JSSR

BTOR/3

LISS/5

BTOR/3

JSSR/2

MUCA/8

LIME/11

VIAC

RORB/9

FESE/3

MYCE

MUCA/12

MUCA/10

*ILPV

*LEAX/3

*LEAX/3

*ILPV

*VITC/3

*VITC/3

LIME/4

NEOP

MUCA/8

NEOP

LIME/2

MISA/4

RORB/11

JHBC

JHBC

NEOP

LIME/7

MISA/4

LIME/3

LIME/2

MUCA/4

LIME/2

NEOP

NEOW/3

LIME/9

RORB/15

LOCE/3

SAPA

MUCA/7

LOCE/3

NEOW/4

JHBC/4

GAJJ

RORB/2

LOCE/3

GAJJ/2

RORB/2

EQHY/00

JSSR/6

EQHY/2EQHY/2

*PITS

*VITC

EQHY/2

RORB/2

TDPP/2

RORB/2

NEOP/2

MISA/2

LIME/4

AGPP/10

EQHY/9

SAPA

LIME/4

AGPP/4

EQHY/2

SAPA

LIME/2

RORB/2

AGPP/4

*ILPV

*PITS

*VITC

JOB #:

DATE:

RE:

S H E E T T I T L E

S H E E T #

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05.01.2018

00000.00

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DRAW

INGS AND SPECIFICATIONS ARE PROPRIETARY AND PROPERTY OF SYNCHRONICITY, LLC. NO USAGE ON ANY OTHER PROJECT OR DESIGN PERMITTED. VIOLATIONS SUBJECT TO

FULL PROSECUTION UNDER LAW

. USAGE FOR ANY REASON OUTSIDE OF THIS SPECIFIC PROJECT MUST HAVE W

RITTEN PERMISSION FROM SYNCHRONICITY, LLC

.

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L-400

LANDSCAPE

PLAN

0' 20'10' 5' 10' 30'

SCALE : 1:10 @ 22" X 34"

SCALE : 1:20 @ 11" X 17"

NORTH

SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING COMMENTSQTY HT

CANOPY TREES

UNDERSTORY TREES

SHRUBS / GRASSES

BUFFER PLANT SCHEDULE - 832 COLEMAN BOULEVARD

SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING COMMENTSQTY HT

TREES

PLANT SCHEDULE - 832 COLEMAN BOULEVARD

PALMS

SHRUBS

GROUNDCOVERS / GRASSES

SABAL palmettoSAPA Palmetto -per plan

14'-16'

UPRIGHT, SYMMETRICAL, SINGLE

STRAIGHT LEADER, DENSELY FOLIATED

2

MISCANTHUS sinensis 'Adagio'MISA Adagio Maiden Grass 10 1 GALDENSELY FOLIATED, MIN 12" SPREAD

1'-2'42"

TRADESCANTIA pallida 'Purpurea'TDPP Purple Heart 4" POT 12"-18"6"-12"DENSELY FOLIATED, MIN 6" SPREAD

12

JUNIPERUS horizontalis 'Blue Chip'JHBC Blue Chip Juniper 1 GAL72"

6"-12"DENSELY FOLIATED, MIN 12" SPREAD

6

BERBERIS thunbergii 'Orange Rocket'BTOR Orange Rocket Barberry 6 3 GAL42"

DENSELY FOLIATED, MIN 12" SPREAD1'-2'

JUNIPERUS scopulorum 'Skyrocket'JSSR Sky Rocket Juniper 10 15 GALper plan

6'-8'

UPRIGHT, SYMMETRICAL, SINGLE

STRAIGHT LEADER, DENSELY FOLIATED

ROSMARINUS officinalis 'Roman Beauty'RORB Roman Beauty Rosemary 53 1 GAL12"-24"

9"-15"DENSELY FOLIATED, MIN 9"-12" SPREAD

MYRICA ceriferaMYCE Wax Myrtle 1 15 GALper plan

5'-7'DENSELY FOLIATED, MIN 48" SPREAD

FEIJOA sellowanaFESE Pineapple Guava 9 7 GALper plan

4'-5'DENSELY FOLIATED, MIN 36" SPREAD

VITEX agnus-castusVIAC Chaste Tree 1 30 GALper plan

6'-8'

UPRIGHT, SYMMETRICAL, SINGLE

STRAIGHT LEADER, DENSELY FOLIATED

VIBURNUM tinus 'Compactum'*VITC Spring Boquet Laurustinus 8 7 GALper plan

DENSELY FOLIATED, MIN 36" SPREAD3'-4'

LEUCOTHOE axillaris*LEAX Coastal Leucothoe 6 7 GALper plan

DENSELY FOLIATED, MIN 30" SPREAD2'-3'

QUERCUS nutalliQUNU Nutall Oak 2 3" CALper plan

14'-16'

UPRIGHT, SYMMETRICAL, SINGLE

STRAIGHT LEADER, DENSELY FOLIATED

NERIUM oleander 'Petite Salmon'NEOP Petite Salmon Oleander 6 7 GALper plan

DENSELY FOLIATED, MIN 36" SPREAD3'-4'

NERIUM oleander 'White Sands'NEOW Dwarf White Oleander 7 7 GALper plan

DENSELY FOLIATED, MIN 36" SPREAD3'-4'

LIRIOPE muscari 'Evergreen Giant'LIME Evergreen Giant Liriope 58 1 GAL30"-42"

18"-24"DENSELY FOLIATED, MIN 12" SPREAD

MUHLENBERGIA capillarisMUCA Pink Muhly Grass 4936" - 42"

1'-2'DENSELY FOLIATED, MIN 12" SPREAD

1 GAL

GARDENIA jasminoides 'Jubilation'GAJJ Jubilation Gardenia 1 GALper plan

DENSELY FOLIATED, MIN 12" SPREAD1'-2'3

LOROPETALUM chinense 'Emerald Snow'LOCE Emerald Snow Loropetalum 9 3 GALper plan

DENSELY FOLIATED, MIN 18" SPREAD2'-3'

EQUISETUM hyemaleEQHY Horsetail 1 GAL 18"12"-24"DENSELY FOLIATED, MIN 9" SPREAD

22

LIGUSTRUM sinense 'Sunshine'LISS Sunshine Ligustrum 9 3 GALper plan

DENSELY FOLIATED, MIN 18" SPREAD2'-3'

PITTOSPORUM tobira 'Shima'*PITS Cream De Mint Dwarf Mock Orange 2 1 GAL30"

DENSELY FOLIATED, MIN 12" SPREAD9"-15"ILLICIUM parviflorumILPV Yellow Anise 2 7 GAL

per plan4'-5'

DENSELY FOLIATED, MIN 36" SPREAD, TO USE AS A SHRUB

AGAPANTHUS africanus 'Peter Pan'AGPP Dwarf Agapanthus 1812"-18"

9"-15"DENSELY FOLIATED, MIN 9" SPREAD

1 GAL

JOB #:

DATE:

RE:

S H E E T T I T L E

S H E E T #

PERMIT SET

05.01.2018

00000.00

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DRAW

INGS AND SPECIFICATIONS ARE PROPRIETARY AND PROPERTY OF SYNCHRONICITY, LLC. NO USAGE ON ANY OTHER PROJECT OR DESIGN PERMITTED. VIOLATIONS SUBJECT TO

FULL PROSECUTION UNDER LAW

. USAGE FOR ANY REASON OUTSIDE OF THIS SPECIFIC PROJECT MUST HAVE W

RITTEN PERMISSION FROM SYNCHRONICITY, LLC

.

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L-600

PLANT

SCHEDULE

LANGDON TABLE, 4 BACKED SEATS

ITEM #LAT-4B

SPUN STEEL TABLE;

12 GA (.109" WALL);

THOMAS STEELE

SALES@MADRAX.COM

GRABER MANUFACTURING, INC.

TITAN RECTANGULAR WEATHERED STONE PLANTER

ITEM #C2-TIT-REC361818

BLACK/GLASS FIBER REINFORCED CONCRETE;

36"X18"X18"

PLANTERS UNLIMITED

888-320-0626

L-930

HARDSCAPE

DETAILS

JOB #:

DATE:

RE:

S H E E T T I T L E

S H E E T #

PERMIT SET

05.01.2018

00000.00

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DRAW

INGS AND SPECIFICATIONS ARE PROPRIETARY AND PROPERTY OF SYNCHRONICITY, LLC. NO USAGE ON ANY OTHER PROJECT OR DESIGN PERMITTED. VIOLATIONS SUBJECT TO

FULL PROSECUTION UNDER LAW

. USAGE FOR ANY REASON OUTSIDE OF THIS SPECIFIC PROJECT MUST HAVE W

RITTEN PERMISSION FROM SYNCHRONICITY, LLC

.

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PICNIC TABLE

NTS

2

PLANTER

NTS

1

NOT TO SCALE

MULTI-TRUNK TREE

TREE

2 X BALL DIA.

NOT TO SCALE

2 X BALL DIA.

4. ALL AREAS DISTURBED AS A RESULT OF CONSTRUCTION SHALL BE

5. CONTRACTOR TO VERIFY ALL PLANT QUANTITIES, ANY DISCREPENCIES

PRIOR TO INSTALLATION AND SHALL BE RESPONSIBLE FOR ANY

REGRADED, GRASSED AND PROTECTED FROM EROSION.

SHALL BE ADDRESSED WITH THE LANDSCAPE ARCHITECT PRIOR

3. THE CONTRACTOR SHALL MULCH ALL PLANT BEDS TO A MINIMUM

MATERIALS. COORDINATE ANY NECESSARY MODIFICATIONS WITH

1. SITE CONDITIONS MAY REQUIRE FIELD ADJUSTMENTS OF PLANT

2. THE CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES

CLOTH STRAP

3" MULCH

UNTIE ROPE AND REMOVE

WITHIN MULCH RING

3" CONTINUOUS RIM

2"X2"X36" MIN.

STAKE - PLACE 2'

MIN. OUTSIDE PIT BUT

FORM SAUCER WITH

SPECIFIED PLANTING MIX

WIRE BASKET

WATER & TAMP TO

REMOVE AIR POCKETS

TOP 1/3 OF BURLAP OR

3" MULCH

3" CONTINUOUS RIM

FORM SAUCER WITH

CLOTH STRAP

FIRM SUPPORT

AS NECESSARY FOR

STAKE TO FIRST BRANCHES

STAKE - PLACE 2'

WITHIN MULCH RING

MIN. OUTSIDE PIT BUT

2"X2"X36" MIN.

NOTES:

PLANTING NOTES:

TO BEGINING OF WORK.

AS NECESSARY FOR

STAKE TO FIRST BRANCHES

FIRM SUPPORT

DEPTH OF 3".

DAMAGE TO THEM.

LANDSCAPE ARCHITECT.

NOTES:

3" MULCH

SHRUB SHALL BEAR SAME RELATION

THIN BRANCHES AND FOLIAGE BY 1/3

TO FINISH GRADE AS IT BORE

TO PREVIOUS EXISTING GRADE

1. PLACE PLANTS IN BED AS SHOWN, SPACING AS SPECIFIED IN PLANT SCHEDULE.

2. GROUNDCOVER SHALL BE TRIANGULAR SPACED IN ROWS PARALLEL TO STRAIGHT EDGES

AND SHALL BE EVENLY SPACE IN ROWS PARALLEL TO CURVE EDGES.

AS NECESSARY

WATER & TAMP TO

SPECIFIED PLANTING MIX

REMOVE AIR POCKETS

FORM SAUCER WITH

ALL END TIPS OR LEADER

3" CONTINUOUS RIM

RETAIN SHAPE OF SHRUB

FOR B&B SHRUBS ONLY:

NOTES:

ATYPICAL SPACING IN CORNERS

FINISHED GRADE

PLANTING MIXTURE

(SEE SPECS)

4" MULCH

STAGGER PLANTS

ATYPICAL SPACING

AT END ROW

1/2 SPACE

1/2 SPACE

1/2 SPACE

SPACE

GROUNDCOVER

2 X BALL DIA.

NOT TO SCALE

SHRUB

SPACE

SPACE

SPACE

FINISHED GRADE

ROOTBALL SIZE, SEE SPECS. FOR

MINIMUM DIMENSIONS PER

SOIL BERM TO HOLD WATER.

SPECIFIED PLANTING MIX.

PALM HEIGHTS.

WATER & TAMP TO

TRUNKS TO BE FREE OF DAMAGE

(IE. CHAIN MARKS, BURNS, GOUGES,

STAKING DETAIL.

TO INSTALLATION.

3. STAKE PALMS (8+ C.W.) PER

2. CONTRACTOR TO STAKE LOCATION

OF PALMS FOR LANDSCAPE

ARCHITECT'S APPROVAL PRIOR

1. CONTRACTOR TO ASSURE

DRAINAGE/PERCOLATION OF

PLANTING PIT PRIOR TO

ETC.) AND HAVE UNIFORM TAPER.

INSTALLATION.

NOTE:

DO NOT PRUNE FROND LENGTHS.

REMOVE ONLY DEAD FRONDS.

TIE FRONDS WITH HEMP TWINE.

DO NOT CUT HEAD OPEN WITHOUT

LANDSCAPE ARCHITECT APPROVAL.

MIN.

PALM TREE

NOT TO SCALE

2"

2 X BALL DIA.

WITHIN MULCH RING

2"X2"X36" MIN.

STAKE - PLACE 2'

MIN. OUTSIDE PIT BUT

REMOVE AIR POCKETS

3" CONTINUOUS RIM

FORM SAUCER WITH

3" MULCH

CLOTH STRAP

NOTES:

STAKE TO TRUNK

AS NECESSARY FOR

FIRM SUPPORT

6. IF TREES INSTALLED PRIOR TO IRRIGATION, CONTRACTOR TO INSTALL

OOZE TUBES DURING THE INTERIM.

UNTIE ROPE AND REMOVE

SPECIFIED PLANTING MIX

WIRE BASKET

REMOVE AIR POCKETS

TOP 1/3 OF BURLAP OR

WATER & TAMP TO

36" ROOT BARRIER

36" ROOT BARRIER

L-940

LANDSCAPE

DETAILS

JOB #:

DATE:

RE:

S H E E T T I T L E

S H E E T #

PERMIT SET

05.01.2018

00000.00

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DRAW

INGS AND SPECIFICATIONS ARE PROPRIETARY AND PROPERTY OF SYNCHRONICITY, LLC. NO USAGE ON ANY OTHER PROJECT OR DESIGN PERMITTED. VIOLATIONS SUBJECT TO

FULL PROSECUTION UNDER LAW

. USAGE FOR ANY REASON OUTSIDE OF THIS SPECIFIC PROJECT MUST HAVE W

RITTEN PERMISSION FROM SYNCHRONICITY, LLC

.

SH

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Provide single stem trees except where special forms are shown or listed. Provide

shrubs of height and spread listed or shown and conforming to American Standard for

Landscape contractor to notify Owner nurseries where material is tagged and time

C. Ground Cover: Provide plants established and well-rooted in removable containers or

integral peat pots and with not less than minimum number and length of runners required

germination in accordance with U.S. Department of Agriculture Rules and Regulation

considered for transplanting shall be tagged with surveyors tape for inspection and

A. Mulch: Provide 3" minimum depth of pine straw in all planting areas. Straw shall be free

and guys of 2-strand, twisted, pliable galvanized iron wire not lighter than 12 ga.

with zinc-coat turnbuckles. Provide not less than 1/2" hose, but to required lengths

to protect tree trunks from damage by wires. All guy wires and anchors to be located

Seed shall match existing turf or as indicated on plant schedule. If seeding required in

cool months of year, a temporary Rye mixture what be used and overseeded in the

B. Provide viable, fresh, pure line seed tested for purity, germination and seed content.

B. Mix specified soil amendments and fertilizers with topsoil at rates specified by County

C. For pit and trench type backfill, mix planting prior to backfilling, and stockpile at site.

cultimulcher or similar equipment. Remove stones over 1-1/2" in any dimension,

2. Spread planting soil mixture to a minimum depth required to meet lines (a minimum of

3 inches), grades and elevations shown, after light rolling and natural settlement.

Place approximately 1/2 of total amount of planting soil required. Work into top of

loosened sub grade to create a transition layer, then place remainder of the soil.

branching configuration recommended by ANSI Z60.1-2004 for type and species required.

1. Excavate pits with vertical sides and with bottom of excavation slightly raised at

2. For balled and burlapped (B&B trees), make excavations at least half again as wide

as the ball diameter and equal to the ball depth, plus following allowance for setting

3. For container grown stock, excavate as specified for balled and burlapped stock,

6. Fill excavations for trees and shrubs with water and allow to percolate out before

3. Dig beds no less than 8" deep and mix with specified soil amendments and fertilizers.

% of total carbonates, ground so that not less than

Commercial Fertilizer: complete fertilizer of neutral character, with some elements derived from organic

% soluble potash. (5-10-5)

D. Grass Seed: Provide fresh, clean, new-crop seed complying with tolerance for purity and

E. Transplanted trees from on site shall be healthy, well formed trees. Trees which are being

approval by the Owner/landscape architect. See section Transplanting trees and shrubs.

B. Lawn Mulches: (all seeded areas) Shall be clean dry hay or straw or wood-fiber mulching

D. Metal Lawn Edging: Install 1/8" x 4" anodized aluminum edging at all landscape edges and gravel

A. Seed mixtures shall be as follows: Majority of Centipede mixture, to be submitted by Contractor.

Extension soil test results. Delay mixing of fertilizer if planting will not follow placing or

comply with specified requirements.

OVERALL SPECIFICATIONS

SECTION 2950 - LANDSCAPE WORK

A. Extent of landscape development work is shown on drawings and in schedule. Provide

all materials, labor, equipment and services necessary to complete the landscape work

as defined in specifications and as indicated on L-400, L-600, and L-940 series.

B. Other Documents included or related to this contract:

An automatic irrigation system is to be designed and installed by a qualified landscape

contractor. The contractor shall provide an as-built drawing of the irrigation system

to the owner along with all literature and equipment necessary for its operation and

C. Subgrade Elevations: All excavated soil shall be stockpiled and reused as part of

planting soil mix. Remove and dispose of all debris.

A. Contract landscape work to a single firm specializing in landscape work.

General: Ship landscape materials with certificates of inspection required by governing

authorities. Comply with regulations applicable to landscape materials. Do not make

substitutions. If specified landscape material is not obtainable, submit to owner proof

of non-availability and proposal for use of equivalent material. When authorized,

adjustment of contract amount will be made.

Topsoil: Before delivery of topsoil, furnish owner with a written statement giving

location of, and properties from which topsoil is to be obtained, names and addresses

of owners, depth to be stripped crops grown during past 2 years.

Plant Material: Provide trees, shrubs, and ground cover grown in a recognized nursery in

accordance with good horticultural practice. Provide healthy, vigorous stock free of

disease, insects, eggs, larvae, and defects such as knots, sun-scald, injuries, abrasions,

Size: Provide trees and shrubs of sizes shown or specified.

Inspection: Owner reserves right to inspect plants either at place of growth or at site

before planting, for compliance with requirements for name, variety, size and quality.

A. Trees and shrubs: Provide freshly dug trees and shrubs or nursery grown container

material. Do not prune prior to delivery. Do not bend or bind tie trees or shrubs in

such manner as to damage bark, break branches or destroy natural shape. Provide

protective covering during delivery.

B. Deliver trees after preparations for planting have been completed and plant

immediately. If planting is delayed more than 6 hours after delivery, set trees and

shrubs in shade, protect from weather and mechanical damage, and keep roots moist.

A. Proceed with and complete landscape work as rapidly as portions of site become

available, working within seasonal limitations for each kind of landscape work required.

B. Utilities: Determine location of all underground utilities and perform work in a

manner which will avoid possible damage. Hand excavate, as required. Maintain grade

skates set by others until removal is mutually agreed upon by parties concerned.

C. Excavation: When conditions detrimental to plant growth are encountered, such as

rubble fill, adverse drainage conditions, or obstructions, notify owner before planting.

D. Field Conditions: The Contractor shall verify drawing dimensions with actual field

conditions and inspect related work and adjacent surfaces. The Contractor shall report

to the Owner all conditions which prevent proper execution of this work.

A. Warranty all plant material (lawns, trees, shrubs, etc.) and planting supplies (mulch, etc.)

for a period of one year after date of substantial completion, against defects including

death and unsatisfactory growth, except for defects resulting from neglect by Owner,

abuse, theft, or damage by others, unusual natural phenomena or incidents which are

beyond Landscape Installer's control.

B. Remove and replace trees, or other plants found to be dead or in unhealthy condition

during warranty period. Make replacements during growth season following end of

warranty period. Replace trees and shrubs which are in doubtful condition at end of

warranty period; unless, in opinion of Owner, it is advisable to extend warranty period for

a full growing season. Another inspection will be conducted at end of extended warranty

period, if any, to determine acceptance or rejection. Only one replacement will be

required at end of warranty period, except for losses or replacements due to failure to

A. Topsoil shall be fertile, friable, natural loam, surface soil, reasonably free of subsoil,

clay lumps, brush, weeds and other litter, and free of roots, stumps, stones larger

B. Topsoil is not available on site. The Landscape Contractor shall supply additional topsoil

C. Obtain topsoil from local sources or from areas having similar soil characteristics to

that found at project site. Obtain topsoil only from naturally, well-drained sites where

topsoil occurs in a depth of not less than 4"; do not obtain from bogs or marshes.

D. Soil Testing: Landscape contractor to provide soil samples to be tested by the local

County Extension Service. The contractor shall amend soil as recommended by report.

Topsoil shall be tested and amended as well as existing soil.

than 2" in any dimension, and other extraneous or toxic matter harmful to plant growth.

TOPSOIL:

to meet all landscaping needs.

JOB CONDITIONS:

SPECIAL PROJECT WARRANTY:

PART 2 - PRODUCTS

maintenance.

QUALITY ASSURANCE:

B. Source Quality Control:

or disfigurement.

DELIVERY, STORAGE, AND HANDLING:

PART 1 - GENERAL

DESCRIPTION OF WORK:

within the mulched areas.

paths, unless otherwise indicated. Edging to be 16' lengths and fastened with

overlapping joints and 15" long metal stakes.

GRASS SEED:

proper season.

PREPARATION OF PLANTING SOIL:

A. Before mixing, clean topsoil of roots, plants, sods, stones, clay lumps, and other

extraneous materials harmful or toxic to plant growth. Soil to be mixed prior to

delivery to site.

planting soil within a few days.

PART 3 - EXECUTION:

PREPARATION:

A. Planting Beds:

1. Loosen Sub grade of planting bed areas to minimum depth of 6" using a

B. Excavation for Trees and Shrubs:

center to provide proper drainage. Loosen hard subsoil in bottom of

excavation.

of ball on a layer of compacted backfill.

adjusted to size of container width and depth.

4. Allow for 3" setting layer of planting soil mixture.

5. Dispose of subsoil removed from landscape excavations. Do not mix with

planting soil or use as backfill.

planting.

sticks, rubbish and other extraneous matter.

SOIL AMENDMENTS:

Lime: Natural limestone containing not less than 85

% passes a 10-mesh sieve and not less than 50

Peat Humus: FS Q-P-166 and with texture and PH range suitable for intended use.

Bone meal: Commercial, row, finely ground; 4

Super phosphate: Soluble mixture of treated mineral; 20

sources and containing following percentages of available plant nutrients:

1. For trees and shrubs, provide fertilizer with not less than 10

acid and from 3

2. Lawn areas shall be high phosphorous starter fertilizer. Fertilizer formula and

application rate shall be as recommended by the County Extension Agent based on

soil test results.

PLANT MATERIALS:

A. Quality: Provide trees, shrubs, and ground cover complying with recommendations and

requirements of The American Nursery & Landscape Association's "American Standard

B. Trees and Shrubs: Provide trees of height and caliper listed or shown and with

Nursery Stock (ANSI Z60.1-2004).

1. Provide balled and burlaped (B&B) trees or as specified.

2. Owner reserves the right to inspect all trees at the nursery prior to digging.

by ANSI Z 60.1 for the pot size shown or listed.

under the latest edition of the Federal Seed Act.

MISCELLANEOUS LANDSCAPE MATERIALS:

of sticks, stones, leaves and other debris.

material tinted green, with mulch tackifier.

C. Stakes and Guys: Provide stakes and deadmen of sound new hardwood, treated

softwood, or redwood, free of knot holes and other defects. Provide wire ties

90

of digging a minimum of 2 weeks in advance of digging.

% nitrogen and 20

% total nitrogen and from 3% to 5

% passes a 100-mesh sieve.

% phosphoric acid.

% available phosphoric acid.

% available phosphoric

% to 5

Contractor has completed the rough grading and spreading of topsoil and that all areas

allow surface moisture to dry before planting lawns.

(see Part 2, section - Misc. Landscape Materials.)

1. Topsoil shall be tested and evaluated by the local County Extension Office.

(See Topsoil, section D, Soil Testing.) The landscape contractor shall spread the

stockpiled topsoil to a minimum 3" layer over all lawn areas.

2. Fertilizer and soil amendments as recommended shall be spread over topsoil and

3. Finish grading shall be done prior to seeding or sodding. The area shall be

smooth and free of all clods, roots or stones 1" or larger.

4. Moisten prepared lawn areas before planting if soil is dry. Water thoroughly and

B. Seeding Operations: All areas to be seeded shall be seeded as specified herein.

1. Hydroseeding: The application of grass seed and a mulch with tackifer (as

specified) shall be accomplished in one operation by use of approved spraying

machine. Hydroseeding materials shall be applied per manufacturer's directions.

The operation of the hydroseeding equipment shall be as per manufacturers

equipment manual. The spraying equipment shall be so designed that when the

solution is sprayed over an area, the resulting deposits of grass seed shall be

2. In areas where newly seeded areas are subject to damage by erosion, washout,

wind, etc., additional erosion control products shall be used, as difined herein

3. All areas which do not show a satisfactory catch of grass shall be reseeded at

intervals of 25 days until a dense lawn of permanent grasses, free from any bare

spots, areas of wash out or erosion damage has been established.

4. Water seeded areas daily to insure good germination. Once seeds have germinated,

irrigation may be decreased but the seedlings must not dry out completely.

Frequent watering should be continued for approximately three (3) weeks after

5. Hydromulch shall be cleaned from all over spray areas, both horizontal and vertical

A. Begin maintenance immediately after planting. Maintain trees and ground cover until

final acceptance. Spray as required to keep trees free of insects and disease.

A. During landscape work, keep pavements and sidewalks clean and work areas in

orderly condition throughout construction. Barricade all excavated tree wells for

shall be in effect for not less than a 12 month period.

A. When landscape work is complete, including maintenance, Landscape Architect or

Owners representative will make an inspection to determine acceptability. Where

inspected landscape work does not comply with requirements replace and continue

specified maintenance until reinspected by architect or Owner and found to be

acceptable. Remove rejected plants and materials promptly from site.

A. The warranty period begins upon acceptance of work after the final inspection and

B. At the end of the warranty period the contractor shall return to the site to remove

guys, wires, hoses, stakes, flags and other non biodegradable materials which have

CLEANUP AND PROTECTION

safety of pedestrians.

INSPECTION AND ACCEPTANCE

WARRANTY PERIOD

left on and around trees and plant material.

are cleared of all debris.

surfaces.

equal in quantity to the required rates.

germination.

thoroughly tilled in.

MAINTENANCE

1. All plant locations shall be flagged on site and approved by the owner or Landscape

Architect prior to planting. Set balled and burlapped (B&B) stock on layer of

compacted planting soil mixture, plumb and in center of pit or trench with top of ball

same elevation as adjacent finished landscape grades. Remove burlap from sides of

balls; retain on bottom. When set, place additional backfill around base and sides of

ball, and work each layer to settle backfill and eliminate voids and air pockets. When

excavation is approximately 2/3 full, water thoroughly before placing remainder of

backfill. Repeat watering until no more is absorbed. Water again after placing final

2. Container-grown plants shall be handled and moved by the container. Planting

shall be completed as specified for balled or burlapped plants. Scarify roots as needed.

4. Mulch pits, trenches and planted areas. Provide not less than 3" thickness of mulch

and work into top of backfill and finish level with adjacent finish grades.

B. Prune, thin out and shape trees and shrubs in accordance with standard horticultural

practice. Prune trees to retain required height and spread. Unless otherwise directed

Landscape Architect, do not cut tree leaders, and remove only injured or dead branches

C. Remove and replace excessively pruned or misformed stock resulting from

2. Dig holes large enough to allow for spreading of roots and backfill with planting soil.

Work soil around roots to eliminate air pockets and leave a slight saucer indentation

around plants to hold water. Water thoroughly after planting, taking care not to cover

3. Mulch areas between ground cover plants; place not less than 3" thick. All

mulched beds shall be treated with pre-emergent herbicide prior to mulching. Apply

E. Staking and Guying: Plants shall be staked and guyed as indicated on within 24 hours of

planting. Flags shall be securely fastened on each guy wire approximately 2/3 of the

distance up from the ground level. Insure that all stakes and wires are within the mulch

F. Shrub and ground cover plantings are to be placed in a 3" min. mulched bed. All beds to

be treated with pre-emergent herbicide according to manufacturers recommendations

G. Planting beds are to have a well difined edge, edge shall be a 60 degree vertical cut 4"-6"

in depth, with a 45 degree "v" cut back toward plant bed. Mulch shall be worked

into "v" cut so as to be the same level as the lawn area surrounding the planting bed.

A. Site Preparation: Prior to beginning the work of this section, verify that the Site Work

improper pruning.

D. Planting Ground Cover:

1. Space plants as shown or scheduled.

crowns of plants with wet soils.

according to manufacturers recommendations.

beds or rings. As noted on Sheet L 940.

prior to planting.

TURF ESTABLISHMENT:

unless otherwise directed.

A. Setting Plants:

layer of backfill.

3. Dish top of backfill to allow for mulching.

PLANTING:

for Nursery Stock" (ANSI Z60.1-2004) as specified.

JOB #:

DATE:

RE:

S H E E T T I T L E

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INGS AND SPECIFICATIONS ARE PROPRIETARY AND PROPERTY OF SYNCHRONICITY, LLC. NO USAGE ON ANY OTHER PROJECT OR DESIGN PERMITTED. VIOLATIONS SUBJECT TO

FULL PROSECUTION UNDER LAW

. USAGE FOR ANY REASON OUTSIDE OF THIS SPECIFIC PROJECT MUST HAVE W

RITTEN PERMISSION FROM SYNCHRONICITY, LLC

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SPECIFICATIONS

to design, furnish and install an irrigation system as specified herein.

I. The entire irrigation system shall be fully operational prior to any planting.

obtained and paid for by the Contractor, each at the proper time.

requirements of the Contract prior to bidding the work in this Section.

A. The work covered by this Section includes furnishing all labor, equipment, and materials required

B. The system shall be designed to provide full coverage to all grassed open areas and parking

islands: as well as, all plant bed areas and planters indicated on the Drawings.

C. The irrigation contractor shall be responsible for determining all additional cost and coordinating

all materials and services necessary for connecting the irrigation system to the tap and meter

D. In his bid, the Irrigation Contractor shall provide a written list of all material and product

E. The Irrigation Contractor shall completely familiarize himself with the site conditions and the

F. All work specified in this Section shall be performed by a qualified Irrigation Contractor.

H. The Irrigation Contractor shall alert the Landscape Contractor of all line, emitter and head

locations. The Landscape Contractor shall use due caution so the Irrigation System is not

damaged during landscape installation operations. The Landscape Contractor shall be

1. All work and materials shall be in full accordance with the latest rules and regulations of the

SBCCI and other applicable laws or regulations, including any local Plumbing Code.

1. Preliminary review of completed installation will be make prior to backfilling of trenches and

2. Final review shall be made in conjunction with the final review of lawn, shrub, and tree

1. Any permits for the installation or construction of any work included under this contract,

which are required by any of the legally constituted authorities having jurisdiction, shall be

2. The Contractor shall also arrange for and pay all costs in connection with any inspection on

A. Examination of the Site: The bidder acknowledges that he has examined the site, Construction

Documents, and specifications, and the submission of a quotation shall be considered evidence

1. The Contractor shall verify actual field conditions and inspect related work and adjacent

surfaces. THe Contractor shall report to the Owner's Construction Representative all

2. The exact location of all existing utilities, structures, and underground utilities, which may

not be indicated on the Construction Documents, shall be determined by the Contractor,

and he shall conduct his work so as to prevent interruption of service or damage to them.

The Contractor shall protect existing structures and utility services and be responsible for

3. The Contractor shall verify the correctness of all finish grades within the work area to insure

1. The Irrigation Contractor shall coordinate the schedule of his activities with the Owner's

2. The Irrigation Contractor shall familiarize himself with other work and shall coordinate his

activities with those of other Contractors in or adjacent to landscape work areas.

3. The Irrigation Contractor shall give notice to and obtain approval from the Owner's

Construction Representative prior to proceeding with any site work covered under this

1. Prior to the start date of any operations, the Irrigation Contractor shall inspect the site to

determine its suitability for the work under this Contract. In addition, the Contractor shall

verify that the work of other Contractors is sufficiently complete to permit the work under

2. The Irrigation Contractor shall notify the Owner's Construction Representative of any

discrepancies or unsatisfactory conditions and shall not commence operations until they

during hydrostatic testing.

Construction Representative prior to commencing operations.

D. Discrepancies and Unsuitable Conditions:

this Contract to be started properly.

contract.

have been corrected.

examination required by these authorities.

that examinations have been made.

conditions which prevent proper execution of his work.

their replacement if damaged by him.

the proper soil coverage of the sprinkler system pipes.

planting.

C. Permits and Inspections:

1.04 JOB CONDITIONS

B. Field Conditions:

C. Coordination:

provided by the owner.

G. All work and materials shall be in accordance with applicable codes.

responsible for any damage incurred during landscape operations.

1.02 RELATED WORK SPECIFIED ELSEWHERE

Section 02920 - Soil Preparation

Section 02940 - Landscape Planting

Section 02950 - Trees, Shrubs, Vines and Ground covers

A. Requirements of Regulatory Agencies:

quantities.

A. Related Sections:

Section 02930 - Lawns

1.03 QUALITY ASSURANCE

B. Testing:

LANDSCAPE IRRIGATION

PART 1 - GENERAL

1.01 WORK INCLUDES

operation and programming of the controller and will assist the Landscape Contractor as

necessary in such operations throughout the one year maintenance period. Any adjustments,

repairs, etc., other than programming are the total responsibility of the Irrigation Contractor.

A. All materials to be incorporated in this system shall be new and without flaws or defects and of

quality and performance as specified and meeting the requirements of this system.

A. Water meter shall be provided and installed by the water district in accordance with their

requirements. Cost will be paid by Owner.

A. Backflow Preventer to be provided by Irrigation Contractor.

B. Shall be manufactured by Watts Regulator Company, Model 909-3, or approved equal.

A. All piping shall be from virgin parent material. The pipe shall be homogenous throughout and

free from visible cracks, holes, foreign materials, blisters, deleterious wrinkles, and dents. All

pipe shall be National Sanitation Foundation (NSF) approved.

B. Piping on pressure side of irrigation control valves:

1. Shall be Polyvinyl Chloride (PVC) 1120 with a minimum class rating of 200, sized to

maintain a flow velocity of less than five feet (5') per second (FPS).

2. Type I, Grade I, Pressure Rated Pipe.

3. Materials shall meet the requirements set forth in 784-60T.

4. Outside diameter of pipe shall be the same size as iron pipe.

5. Pipe shall be marked at intervals (not to exceed 5') with the following information:

Manufacturer's name or trade mark, nominal pipe size schedule, PVC type and grade

(i.e. PVC 1120), SDR rating class, working pressure at 73 Deg. F and (NSF) approval.

7. Caution should be utilized in handling Type I pipe due to the possibility of cracking or

splitting when dropped or handled carelessly.

8. When connection is plastic to metal, male adapter shall be used. The male adapter shall

be hand tightened, plus one turn with a strap wrench.

C. Piping on non-pressure side or irrigation control valves shall be: Polyvinyl Chloride (PVC):

1120 with a minimum class rating of 160 psi., NFS approved, sized to maintain a flow velocity of

less than five feet (5') per second (ES).

D. Pipe for sleeving: High impact pipe polyvinyl chloride (PVC) 2110, minimum Schedule 40.

6. PVC Type I shall not be threaded.

PART 2 - PRODUCTS

2.02 WATER METERS

2.03 BACK FLOW PREVENTER

2.04 PIPE

2.01 MATERIALS

1.05 MATERIALS STORAGE AND CLEAN-UP

A. The Contractor shall keep the premises free from rubbish and all debris at all times and shall

arrange his material storage so as not to interfere with the operation of the project. All

unused materials, rubbish, and debris shall be removed from the site.

1.06 COMPLETION AND ACCEPTANCE

A. The completion of the contact will be accepted and Notice of Completion recorded only when

the entire contract is completed to the satisfaction of the Owner's Construction Representative.

B. Within ten (10) days of the Contractor's notification that the installation is complete, Owner's

Construction Representative will inspect the installation and, if final acceptance is not given, will

C. Final Acceptance: Work under this section will be accepted by Owner's Construction

Representative upon satisfactory completion of all work including "u

A. The entire sprinkler system will be unconditionally guaranteed by the Contractor as to material

and workmanship, including settling of backfilled areas below grade for a period of one (1) year

following the date of final acceptance of work and he hereby agrees to repair or replace any

such defect occurring within that year at his expense.

B. It shall be the Irrigation Contractor's responsibility to insure complete coverage as specified

herein of the areas to be irrigated. During the warranty period the Irrigation Contractor shall

make any adjustments as necessary to maintain proper coverage.

C. If, within one year from the date of completion, settlement occurs, and adjustments in pipes,

valves, and sprinkler heads, lawn areas or paving are necessary to bring the system, grade, or

paving to the proper level of the permanent grades, the Contractor, as part of the work under

this Contract, shall make all adjustments without extra cost to the owner, including restoration of

all damaged planting, paving or other improvements of any kind.

Should any operational difficulties in connection with the sprinkler system develop within the

specified guarantee period, which, in the opinion of Owner may be due to inferior material and/or

workmanship, said difficulties shall be immediately corrected by the Contractor to the

satisfaction of the Owner at no additional cost to the Owner, including any and all other

damages caused by such defects.

1.08 OPERATION AND MAINTENANCE - IRRIGATION SYSTEM

A. The entire irrigation system shall be fully operational at least three (3) days prior to any planting.

B. Operation of the irrigation system shall be confined to hours between 12 midnight and 7 a.m.

C. Important: It is the Landscape Contractor's responsibility to determine water application rates

and timer cycling. The Irrigation Contractor will instruct the Landscape Contractor on the

prepare a "punch list".

1.07 WARRANTY

\ punch list" items.

A. Shall be provided on each project. Acceptable manufacturer's listed below:

B. Spray nozzles for sprinkler heads, if required, shall be the same manufacturer as the sprinkler

A. A fully automatic controller manufactured by either RainBird, Toro, or Weather Matic. Controller

1. Master on/off switch that permits system shutdown with programming maintained.

A. Wire: Solid copper wire, U.L. approved for direct burial in ground. Minimum gauge: #14 UF.

3M Direct Bury (DBY) splice kits by 3M Corporation, Austin, Texas (512) 984-5657

A. Remote controlled valves shall be electrically operated, normally closed, 24 Volt AC, 1 Ampere,

constructed of corrosion resistant cycolac and stainless steel, capable of manual operation and

shall be self-flushing. The valve shall have a throttling device for system balancing and shall

Common ground wire shall be white.

"Snip-Snap" connector by Imperial, Leneza, KS (913) 469-5700.

comply with all code and permitting requirements.

2.15 CONTROL WIRE

A. Splicing Materials:

2.17 REMOTE CONTROL VALVES

2.16 SPLICING MATERIALS

Toro - Riverside, CA (714) 688-9221

RainBird - Glendora, CA (818) 963-9311

must have the following features:

2. Independent station programming.

6. Battery powered models not permitted.

7. Weather and vandal proof housing.

2.14 ELECTRIC CONDUIT AND FITTINGS

A. Underground plastic conduit: Class III, FS W-C1094.

head.

2.12 AUTOMATIC CONTROLLER

3. Independent station timing.

4. Manual operation option.

5. Variable day cycle.

2.13 RAIN SHUT-OFF DEVICES

RainBird, Rain-Check

WeatherMatic, Rain-Stat

A. Solvent for PVC Pipe: Shall be #705 Gry NSF approved as manufactured by Industrial

A. Fittings for Solvent-Weld PVC Pipe: Schedule 40 or 80, polyvinyl chloride (PVC), Type I, to

need ASTM D2466-73 and D-2467-73 NSF approved. Manufactured by one of the following:

Spears, Sylmar, CA (818) 364-1611B. Threaded PVC nipples shall be Schedule 80.

A. Up to three inches (3") size: 125 pound bronze construction, non-rising stem type, sized to line.

B. Furnish two valve keys fitted with three- quarter inch (3/4") swivel hose ells.

C. All quick coupling valve keys and hose swivels shall be of the same manufacturer as the quick

A. To be injection-molded of polyesters and fibrous inorganic temperature resistant, components.

Box and lid to be green, manufactured by one of the following, or approved equal:

B. For Remote Control Valve: Sahll be rectangular or round in shape and sized to provide adequate

C. For Shut-Off Valves and Quick Coupler Valves: Shall be round, approximately nine inches (9")

A. Manual drain valve to be provided by Irrigation Contractor and installed according to local codes

A. All sprinkler heads shall be pop-up type heads. Acceptable manufacturers listed below.

2.07 SHUT OFF VALVES

"Nibco" #T113 or approved equal.

2.08 QUICK COUPLING VALVES (If applicable).

inside diameter by ten inches (10").

A. Valve and key shall be "RainBird", #33D and #33DK or equivalent.

Ametek, Sheboygan, WI (404) 457-9435

Carson Industries, Inc., La Verne, CA (818) 332-6225 B.

clearance to operate and service valve.

and the manufacturer's latest printed instructions.

couplers.

2.09 VALVE BOXES

2.10 MANUAL DRAIN VALVE

2.11 SPRINKLER HEADS

Lasco, Anaheim, CA (714) 993-1220

Polychemical Service, Gardena, California, or approved equal.

2.05 SOLVENT

2.06 FITTINGS

JOB #:

DATE:

RE:

S H E E T T I T L E

S H E E T #

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INGS AND SPECIFICATIONS ARE PROPRIETARY AND PROPERTY OF SYNCHRONICITY, LLC. NO USAGE ON ANY OTHER PROJECT OR DESIGN PERMITTED. VIOLATIONS SUBJECT TO

FULL PROSECUTION UNDER LAW

. USAGE FOR ANY REASON OUTSIDE OF THIS SPECIFIC PROJECT MUST HAVE W

RITTEN PERMISSION FROM SYNCHRONICITY, LLC

.

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LANDSCAPE

SPECIFICATIONS

efficiently and rapidly in the letter and spirit of these specifications.

conditions. Discrepancies of any sort shall not be taken advantage of and construction shall be pursued

Please call to the Owner's attention any discrepancies in the specifications as they relate to actual on-site

Owner and local authorities; and is consistent with good irrigation design and installation practice.

install laterals.

3.12 CLOSING OF PIPE AND FLUSHING OF LINES

A. All testing shall be done under the supervision of the Owner's Construction Representative.

Submit written requests for inspections to the Owner's Construction Representative at least three

(3) days prior to anticipated inspection date.

1. Thoroughly flush all water lines under a full head of water before installing heads, valves,

quick coupler assemblies, etc. Maintain flushing for a minimum of three (e) minutes at the

valve located farthest from water supply.

2. After flushing, cap or plug all openings to prevent entrance of materials that would obstruct

the pipe or clog heads. Leave in place until removal is necessary for completion of

3. Test as specified below.

4. Upon completion of testing, complete assembly and adjust sprinkler heads for proper

5. All sprinkler heads and quick coupling valves shall be set perpendicular to finished grades

unless otherwise designated on the drawings, or otherwise specified. Sprinkler heads

adjacent to existing walls, curbs, and other paved areas shall be set to grade. Sprinkler

heads, which are to be installed in lawn areas where the turf has not yet been established

shall be set one inch (1") above the proposed finish grade. Heads installed in this manner

will be lowered to grade when the turf is efficiently established to allow walking on it without

appreciable destruction. Such lowering of heads shall be done by this contractor, as part of

the original contract with no additional cost to the Owner.

A. Making hydrostatic test when welded PVC joints have cured as per manufacturer's instructions.

1. Pressurized Mains:

a. Completely install water meter, mains, isolation valves and control valves. Do not

b. Open all isolation valves.

c. Fill all lines with water and shut off at meter.

d. Pressurize the main with air to 70 psi. Monitor gauge for pressure loss for four (4)

e. Leave lines and fittings exposed throughout testing period.

f. Leaks resulting from test shall be repaired and tests repeated until the system passes.

g. Tests all isolation valves for leaks.

2. Non-Pressure Laterals: Testing piping after laterals and risers are installed and the system

is operational. Leave trenches open to detect possible leaks.

A. The Contractor shall maintain proper facilities and provide safe access for inspection to all

B. Irrigation inspection shall consist of a minimum of:

1. Mainline Pressure Test.

3. Final Irrigation Inspection

C. If the specifications, the Owner's Representative's instructions, laws, ordinances, or any public

authority require work to be specifically tested or approved, the Contractor shall give the

Owner's Representative three (3) days notice of its readiness for inspection.

D. The Contractor shall be solely responsible for notifying Owner's Construction Representative

where and when such work is in readiness for testing.

E. If any work should be covered up without approval of Owner's Construction Representative, it

must be uncovered, if required, for examination at Contractor's expense.

F. No inspection will commence without "Record" drawings and without completing previously

noted corrections or without repairing the system for inspection.

3.14 BACKFILL AND COMPACTING

A. After system is operating and required tests and inspections have been made, backfill

excavations and trenches.

B. Backfill for all trenches, regardless of the type of pipe covered, shall be compacted to minimum

% density under pavements, 85

C. Backfill material shall be approved soil. Unsuitable materials, including clods and rocks over two

inches (2") in size shall be removed from the site.

D. A fine granular material shall be placed initially on all lines with a minimum of three inches (3")

cover. No foreign matter larger than one-half inch (1/2") in size shall be permitted in the initial

E. Trenches located under paving shall be backfilled with sand (a layer six inches (6") below the

pipe and three inches (3") above the pipe and compacted in layers of 95% compaction

F. Compact trenches in areas to be planted, by thoroughly flooding the backfill.

G. Within all planting and lawn areas the existing six inch (6") layer of topsoil shall be restored

to its original condition and finish grade.

H. The Contractor shall dispose of surplus earth remaining after backfilling off-site.

It has been our purpose in preparing these specifications to provide the Irrigation Contractor with all information

necessary to design and install a sprinkler system which is complete in every detail, meets the criteria of the

and fittings shall be installed as outlined and instructed by the pipe manufacturer, and it

shall assume full responsibility for the correct installation.

shall be the Contractor's responsibility to make arrangements with the pipe

manufacturer for any field assistance that may be necessary. The Contractor

ensure a square cut. Burrs at cut ends shall be removed prior to installations so that a

B. Should utilities not shown on the construction documents be found during excavations, Contractor

instructions as to further action. Failure to do so will bake Contractor liable for any and all damages

thereto arising from his operations subsequent to discovery of such utilities. Indicate such utility

between the pipes. The contractor shall not install two (2) pipes with one directly over the other.

of trenches shall be sufficient to provide a minimum cover above the top of the pipe as follows:

F. The Contractor shall cut trenches for pipe to required grade lines and compact trench bottom to

3. Pipes shall be bedded in at least two inches (2") of finely divided material with no rocks or

3. Do not lay PVC pipe when there is water in the trench.

smooth unobstructed flow will be obtained.

1. Pipes shall bedded in at least two inches of finely divided material with no rocks or

clods over one inch (1") in diameter to provide a uniform bearing.

2. Pipes shall be snaked from side to side of trench bottom to allow for expansion and

contraction. One additional foot per 200 feet of pipe is the minimum allowance for

4. Plastic pipe shall be cut with PVC pipe cutters or hacksaw, or in a manner so as to

5. All plastic to plastic joints will be solvent-weld joints or slip seal joints. All plastic pipe

* 12" over non-pressure lateral lines

* 18" over non-pressure lateral lines under paving

* 18" over control wires

* 18" over sprinkler main line

* 24" over sprinkler main line under paving

prove accurate grade and uniform bearing for the full length of the line.

G. All laterals and mainline shall be sufficiently sloped to provide a positive drainage through drain

H. The Contractor shall be held responsible for any damages caused by these operations and

shall immediately repair or replace damaged parts.

3.03 BACK FLOW PREVENTION DEVICE

A. Backflow prevention device to be provided by Irrigation Contractor.

B. Backflow prevention device shall be installed in accordance with local codes and manufacturer's

latest printed instructions.

3.04 PIPE LINE ASSEMBLY

1. Install pipes and fitting in accordance with manufacturers latest instructions.

2. Clean all pipes and fittings of dirt, scales and moisture before assembly

clods over one inch (1") diameter to provide a uniform bearing.

4. All laterals connections to be the mainline as well as other connections shall be made to

the side of the mainline pipe. No connections shall be made to the top of the line.

B. Solid weld joints to PVC pipes:

2. Cure joints for a minimum of one hour before applying any external stress on the piping

and at least twenty four hours before placing the joint under water pressure unless

otherwise specified by manufacturer.

C. Threaded Joints for PVC Pipes:

1. Use Teflon tape on all threaded PVC fittings.

2. Use strap-type friction wrench only. Do not use metal-jawed wrench.

3. When connection is plastic to metal, male adaptors shall be used. The male adapter

shall be hand tightened plus one turn with a strap wrench.

1. Use solvents and methods of pipe and solvent manufacturers.

D. Laying of Pipe:

snaking.

valves.

A. General:

cost to the Owner.

A. The Irrigation Contractor shall carefully schedule his work with the Landscape Contractor and all

other site developments.

B. Sleeves are required wherever piping or electrical wires are placed under paved surfaces. Install

sleeves prior to commencement of paving. Irrigation Contractor shall coordinate sleeve

placement with General Contractor. See Civil Engineering Drawings for Sleeving Plan.

C. No consideration will be given to any design changes. Should any changes be deemed

necessary after award of contract, for proper installation and operation of the system, such

changes shall be negotiated by the Owner's Construction Representative.

D. Provide owner with As-Built drawing of irrigation system. As-Built drawings may be

diagrammatic to the extent that swing joints (QVC), offsets and all fittings are not shown.

E. Full and complete coverage is required. Contractor shall make any necessary minor

adjustments to layout as required to achieve full coverage of irrigated areas at no additional

parallel and adjacent to planted areas, the intent is to install piping in planted areas. Do not

install directly over another line in same trench.

G. It shall be the Contractor's responsibility to establish the location of all sprinkler heads in order

to assure roper coverage of all areas. All pipe damaged or rejected because of defects shall

be removed from the site at the time of said rejection.

H. Install sprinkler system after completion of site grading; the irrigation system shall be installed

and completely operational three days prior to installation of any planting operations.

A. Perform all excavations as required for installation of work included under this Section, including

shoring of earth banks, if necessary. Restore all surfaces, existing underground installation,

etc., damaged or cut as a result of the excavations, to their original condition.

shall promptly notify Owner's Construction Representative and the Architect of Record for

crossings on the record drawings promptly.

C. Trenches shall be open, vertical sided construction wide enough to provide free working space

around work installed and to provide ample space for backfilling and compacting.

D. When two pipes are to be placed in the same trench, a six inch (6") space is to be maintained

E. Trenches located under paving shall be back filled with sand (a layer six inch (6") below the

pipe and three inches (3") above the pipe and compacted in layers of 95

F. Where the piping is shown on Construction Documents to be under paved areas to the running

3.02 TRENCHING

PART 3 - EXECUTION

3.01 GENERAL

% compaction. Depth

C. Do not mix different types of heads within a zone.

sufficient intervals to provide complete drainage of all piping.

D. Shrub beds and lawn areas are to be on separate valves (zones).

E. Place part-circle pop-up sprinkler heads six inches (6") at edge of adjacent walks, curbs, and

F. All sprinkler nozzles shall be adjusted for the proper radius of direction of sray pattern. Make

adjustments where possible to prevent over spraying onto walks, pavement, or buildings.

G. Sprinkler heads and quick coupling valves shall be set perpendicular to finished grade unless

A. The mainline and laterals shall be drained with manual Drain valves are to be provided as

B. Drain valves are to be provided at sufficient intervals to provide drainage of all piping.

A. The automatic controller shall be mounted to the HVAC screen wall on the west side of the

C. Install per local code, manufacturer's latest printed instructions, and as detailed.

D. Connect remote control valves to controller in sequence to correspond with station setting

E. Affix controller name inside of controller cabinet door with letters minimum of one inch (1") high.

Affix a non copy of irrigation diagram to cabinet door below controller name. Irrigation

diagram shall be a reduced copy of the as-built drawing and shall show clearly all value

operated by the Controller, showing station number, valve size, and type of planting irrigated.

B. All local and other applicable codes shall take precedence in connecting the 110 volt electrical

A. All electrical equipment and wiring shall comply with local and state codes and be installed

B. Wiring shall occupy the same trench and shall be installed along the same route as reassure

supply or lateral lines wherever possible, and shall have a minimum of eighteen inch (18") cover.

Control wire shall be installed to the side of the main line whenever possible. Placement over

C. When more than one (1) wire is placed in a trench, the wiring shall be taped together at intervals

D. An extension curl shall be provided within three feet (3') of each wire connection and at least

every one hundred feet (100') of wire length on runs of more than one hundred foot (100') in

length. Expansion curls shall be formed by wrapping at least five (5) turns of wire around a one

E. Control wire splices at remote control valves to be crimped and sealed with specified splicing

materials. Line splices will be allowed only on runs of more that 500 feet (500') and they must

be located in ten inch (10") round splice boxes which are green in color. The connector shall be

3MD by splice kit by 3M Corporation, or "Snip-Snap" connector by Imperial. Use one splice per

F. The main line shall have two (2) spare wires installed its entire length and to the automatic

by those skilled and licensed in the trade.

pipes is not permitted.

inch (1") diameter pipe, then withdrawing pipe.

connector sealing packs.

controller. Label each end "spare wire".

3.11 CONTROL WIRING

of ten feet (10').

mowing bands, or paved areas at time of installation.

otherwise designated on the plans.

3.10 AUTOMATIC CONTROLLER

bank building (see planting plan for graphic location).

service to the Controller.

beginning with Stations 1, 2, 3, etc.

3.09 DRAIN VALVES

backfill.

PART 4 - CONCLUSION

3.14 INSPECTION

part of the work.

2. Coverage Test.

95

c. Changes direction, as at tees or bends, or dead-ends.

1. PVC sleeves shall be a minimum of twice (2x) the diameter of the pipe to be

2. All PVC control wire conduit shall be of sufficient size to hold the required quantity of

1. Concrete thrust blocks must be provided on the thrust side of the mainline pipe

a. Are larger than 2.5" in diameter and changes direction as at tees or bends, or dead

A. Install control valves in valve boxes grouping together where practical. Place no closer than

B. Pressure regulating remote control valves shall be adjusted so that most remote sprinkler

C. Valves shall be installed as shown in details and in accordance with manufacturer's instructions

A. Shall be set a minimum of twelve inches (12") from walks, curbs, or paved areas where

applicable or as otherwise noted. Quick coupling valves shall be housed in valve boxes.

B. Valves shall be installed on a three (3) elbow PVC Schedule 80 swing joint assembly.

A. Valve boxes shall be set flush with finish grade in lawn areas and one half inch (1/2") above

A. All sprinkler heads within a zone shall have matched precipitation rates.

B. All heads operating on one valve (zone) shall do so at the same pressure.

b. Are larger than 2.5 " in diameter.

3.05 IRRIGATION CONTROL VALVES

twelve inches (12") to walk edges, buildings, and walls.

heads operate at the pressure specified.

and the specifications.

3.06 QUICK COUPLING VALVES (Where Applicable)

finish grade in ground cover and shrub bed areas.

ends.

3.07 VALVE BOXES

3.08 SPRINKLER HEADS

E. PVC Sleeves and Electrical Conduit:

control and common wires.

wherever the pipe line:

sleeved.

F. Thrust Blocks:

installation.

distribution.

3.13 TESTING

hours.

% under planted areas.

L-943

LANDSCAPE

SPECIFICATIONS

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DRAW

INGS AND SPECIFICATIONS ARE PROPRIETARY AND PROPERTY OF SYNCHRONICITY, LLC. NO USAGE ON ANY OTHER PROJECT OR DESIGN PERMITTED. VIOLATIONS SUBJECT TO

FULL PROSECUTION UNDER LAW

. USAGE FOR ANY REASON OUTSIDE OF THIS SPECIFIC PROJECT MUST HAVE W

RITTEN PERMISSION FROM SYNCHRONICITY, LLC

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EXIT SEPARATION

DISTANCE: 54'

MOST REMOTE POINT TO

EGRESS EXIT 'B' INSIDE

BUILDING - 48'

MOST REMOTE

POINT TO EGRESS

EXIT 'A' INSIDE

BUILDING - 97'

EGRESS

PATH 'B'

RETAIL

1515 SQ FT

RETAIL

1250 SQ FT

STORAGE/ OFFICE

340 SQ FT

EGRESS

PATH 'A'

A-001

CODE

INFORMATION

JOB #:

DATE:

RE:

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00000.00

DRAW

INGS AND SPECIFICATIONS ARE PROPRIETARY AND PROPERTY OF SYNCHRONICITY, LLC. NO USAGE ON ANY OTHER PROJECT OR DESIGN PERMITTED. VIOLATIONS SUBJECT TO

FULL PROSECUTION UNDER LAW

. USAGE FOR ANY REASON OUTSIDE OF THIS SPECIFIC PROJECT MUST HAVE W

RITTEN PERMISSION FROM SYNCHRONICITY, LLC

.

MEANS OF EGRESS INCLUDING THE EXIT DISCHARGE SHALL BE ILLUMINATED AT

ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED

PER IFC 1006.3

EMERGENCY ILLUMINATION IS REQUIRED TO BE ON THE SAME CIRCUIT AS

THE GENERAL ILLUMINATION PER NEC 700.12(F)

EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE

EXTERIOR LANDINGS FOR EACH EXIT DISCHARGE DOORWAY PER IFC 1008.1.5 &

IFC 1006.3 ITEM 5

THE EMERGENCY LIGHTING SHALL BE DESIGNED AND INSTALLED SUCH THAT A

FAILURE OF ANY INDIVIDUAL LIGHTING ELEMENT CANNOT LEAVE ANY SPACE

REQUIRING EMERGENCY LIGHTING IN TOTAL DARKNESS PER NEC 700.16

THE MEANS OF DISCONNECTING FOR EACH SERVICE, FEEDER OR BRANCH CIRCUIT

ORIGINATING ON A SWITCHBOARD OR PANEL BOARD SHALL BE LEGIBLY AND

DURABLY MARKED TO INDICATE ITS PURPOSE PER IFC 605.3.1

INDIVIDUAL ELECTRIC METERS, SWITCH GEAR AND GAS METERS SHALL BE

CLEARLY LABELED TO INDICATE THE SPACE AND AREA SERVED

PROVIDE STRIPING ON THE FLOOR IN FRONT OF ELECTRICAL PANELS TO CLEARLY

IDENTIFY A CLEAR FLOOR AREA/NO STORAGE AREA OF NO LESS THAN 36" PER IFC

605.3

EXPOSED GAS VALVES (INTERIOR OR EXTERIOR), SENSITIVE EQUIPMENT(INTERIOR

OR EXTERIOR), FIRE HYDRANTS OR FIRE DEPARTMENT CONNECTIONS SHALL BE

PROTECTED FROM DAMAGE PER IFC 312.1 & 508.5.6

ALL EMERGENCY EXIT DOORS TO BE PERMANENTLY LABELED ON THE INTERIOR

AND THE EXTERIOR AS "EMERGENCY EXIT - DO NOT BLOCK"LETTERING SHALL BE

AT LEASAT 4' TALL AND CONTRAST THE COLOR OF THE DOOR

THE MAXIMUM STORAGE HEIGHT OF STOCK AND DISLAY AREAS SHALL

BE CLEARLY LABELED THROUGHOUT THE BUILDING AND BE VISIBLE

FROM FLOOR LEVEL

FIRE EXTINGUISHERS TO BE PROVIDED. EXTINGUISHERS SHALL BE TAGGED BY A

LICENSED GOERGIA FIRE EXTINGUISHER COMPANY. FIRE EXTINGUISHERS SHALL

BE POSTED IN A CONTINUOUS, UNOBSTRUCTED AND UNOBSCURED LOCATION.

MOUNTING HEIGHTS AND TRAVEL DISTANCES PER IFC 906 (906.5, 906.6, 906.9)

LOCATION SHOWN IN 1/AA 001 2/AA001

K. NOTES:

A. PROJECT INFORMATION

NAME OF PROJECT: 832 COLEMAN BOULEVARD , LLC - SHELL IMPROVEMENT

ADDRESS: 832 COLEMAN BOULEVARD, MT. PLEASANT, SC ZIP CODE: 29464

PROPOSED USE: RETAIL/ OFFICE

OWNED BY: CITY/COUNTY X PRIVATE STATE

CODE ENFORCEMENT JURISDICTION: CITY X COUNTY STATE

B. ZONING INFORMATION

LAND LOT: 832 ZONE: AB

PROPERTY IS WITHIN URBAN CORRIDOR OVERLAY DISTRICT

C. APPLICABLE CODES

2015 INTERNATIONAL BUILDING CODE, WITH SOUTH CAROLINA AMENDMENTS (2014, 2015)

2015 INTERNATIONAL RESIDENTIAL CODE, WITH SOUTH CAROLINA AMENDMENTS (2014,2015)

2015 INTERNATIONAL FIRE CODE, WITH SOUTH CAROLINA AMENDMENTS (2014)

2015 INTERNATIONAL PLUMBING CODE, WITH SOUTH CAROLINA AMENDMENTS (2014, 2015)

2015 INTERNATIONAL MECHANICAL CODE, WITH SOUTH CAROLINA AMENDMENTS (2015)

2015 INTERNATIONAL FUEL GAS CODE, WITH SOUTH CAROLINA AMENDMENTS (2014, 2015)

2017 NATIONAL ELECTRICAL CODE, WITH SOUTH CAROLINA AMENDMENTS

2009 INTERNATIONAL ENERGY CONSERVATION CODE,

WITH SOUTH CAROLINA SUPPLEMENTS AND AMENDMENTS

D. GENERAL BUILDING INFORMATION (CHAPTERS 5, 6)

TYPE OF CONSTRUCTION: V B

ACTUAL PROJECT BUILDING AREA: 3861 SQF

E. USE AND OCCUPANCY CLASSIFICATION

TYPE OF OCCUPANCY (REF. OCCUPANCY DIAGRAM PLAN):

1. MERCANTILE GROUP M , SECTION 309.1

(DEPARTMENT STORES, DRUG STORES, MARKETS, RETAIL OR

WHOLESALE STORES & SALES ROOMS)

OFFICE (ROOM 203) - ACCESSORY USE

F. FIRE-RESISTANCE RATING (TABLE 803.11)

M (W/ SPRINKLER):

INTERIOR EXIT STAIRWAYS, RAMPS & PASSAGEWAYS CLASS B

CORRIDORS & ENCLOSURES FOR EXIT ACCESS CLASS B

ROOM AND ENCLOSED SPACES CLASS C

J. MEANS OF EGRESS

EXIT ACCESS TRAVEL DISTANCE (TABLE 1016.2):

M: 250' W/ SPRINKLER

EGRESS EXIT NUMBER: 2

G. OCCUPANT LOAD ( TABLE 1004.1.2 )

FUNCTION OF SPACE

M DEPARTMENT STORES, DRUG STORES, MARKETS, RETAIL & WHOLESALE STORES, SALES ROOMS

OCCUPANTS AREA OCCUPANT LOAD FACTOR

48 2875

349

60 SF GROSS PER OCCUPANT

300 SF GROSS PER OCCUPANT

RETAIL

TOTAL OCCUPANT LOAD : 49

ACCESSORY STORAGE AREA

1

EGRESS AND OCCUPANCY DIAGRAM

SCALE: 3/32"=1'-0" @ 22"x34" OR 3/64"=1'-0" @ 11"X17"

2

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EXISTING SITE PLAN

SCALE: 1/8"=1'-0" @ 22"x34" OR 1/16"=1'-0" @ 11"X17"

1

A-100a

EXISTING SITE

PLAN

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PROPOSED OUTDOOR

DINING

PROPOSED AWNING, TYP.

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DEVELOPMENT SUMMARY

FRONT

TOTAL SIDE

25-30'

10'

0.467 AC +/- TOTAL SITE AREA (AC)

20,325 SF +/-

19%LOT COVERAGE

REAR10'

BUILDING SETBACKS

1 SPC / 200-300 SF

1 SPC / 200 SF (20)

55'

REQUIRED PARKING

PROPOSED PARKING

MAX. BLDG. HEIGHT

SIDE MIN. NORTH/EAST10'

SIDE MIN. SOUTH/WEST10'

AB EXISTING ZONING

TMS # 463-12-03-010

TOTAL SITE AREA (SF)

PROPOSED SITE PLAN

SCALE: 1/8"=1'-0" @ 22"x34" OR 1/16"=1'-0" @ 11"X17"

1

A-100b

PROPOSED SITE

PLAN

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A-203

1

A-201

1

A-204

1

A-202

A-101

EXISTING

FLOOR PLAN

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EXISTING FLOOR/DEMOLITION PLAN

SCALE: 1/8"=1'-0" @ 22"x34" OR 1/16"=1'-0" @ 11"X17"

1

1. ALL DIMENSIONS ARE TAKEN FROM

THE FACE OF STUD.

2. IF DISCREPANCIES ARE FOUND IN THE

DRAWINGS OR IF ANY DRAWING IS

UNCLEAR THE GENERAL CONTRACTOR

SHALL NOTIFY THE ARCHITECT AND BE

GIVEN DIRECTION OR CLARIFICATION

IN ACCORDANCE WITH THE ORIGINAL

DESIGN INTENT BY THE ARCHITECT

BEFORE PROCEEDING WITH AFFECTED

WORK.

3. ALL WORK SHALL BE DONE IN

ACCORDANCE WITH THE 2015

INTERNATIONAL BUILDING CODE; IN

ADDITION, STRICT ATTENTION MUST BE

GIVEN TO ALL LOCAL AND STATE

ORDINANCES WHICH APPLY TO THIS

WORK.

4. GENERAL CONTRACTOR TO FIELD

VERIFY ALL DIMENSIONS, NOTES, AND

TAGS PRIOR TO CONSTRUCTION

WINDOW TAG - REFER TO SHEET A-701

FOR MORE INFORMATION

DOOR TAG - REFER TO SHEET A-701

FOR MORE INFORMATION

102

C

HATCH REPRESENTS WALLS TO BE

REMOVED

HATCH REPRESENTS WALLS TO BE

INSTALLED

LEGEND

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102

ACTIVITY ZONE

103

OFFICE/STORAGE

104

BATHROOM AREA

105

RETAIL

106

OUTDOOR AREA

1515 SQ FT

139 SQ FT

40 SQ FT

340 SQ FT

2

A-203

2

A-201

2

A-204

2

A-202

1'-9

3

/4

"

5'-0

"

5'-0

"

1'-0

"5

'-1 1/2

"

17

'-9

"

5'-0

"

1'-10

"

6'-3 1/4" 6'-3 1/4" 5'-3 3/4"

12

'-7

"

103

102

101

S1

S2

S3

S4

105

RETAIL

1250 SQ FT

104

BATHROOM AREA

48 SQ FT

A-102

PROPOSED

FLOOR PLAN

JOB #:

DATE:

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PROPOSED FLOOR PLAN

SCALE: 1/8"=1'-0" @ 22"x34" OR 1/16"=1'-0" @ 11"X17"

1

1. ALL DIMENSIONS ARE TAKEN FROM

THE FACE OF STUD.

2. IF DISCREPANCIES ARE FOUND IN THE

DRAWINGS OR IF ANY DRAWING IS

UNCLEAR THE GENERAL CONTRACTOR

SHALL NOTIFY THE ARCHITECT AND BE

GIVEN DIRECTION OR CLARIFICATION

IN ACCORDANCE WITH THE ORIGINAL

DESIGN INTENT BY THE ARCHITECT

BEFORE PROCEEDING WITH AFFECTED

WORK.

3. ALL WORK SHALL BE DONE IN

ACCORDANCE WITH THE 2015

INTERNATIONAL BUILDING CODE; IN

ADDITION, STRICT ATTENTION MUST BE

GIVEN TO ALL LOCAL AND STATE

ORDINANCES WHICH APPLY TO THIS

WORK.

4. GENERAL CONTRACTOR TO FIELD

VERIFY ALL DIMENSIONS, NOTES, AND

TAGS PRIOR TO CONSTRUCTION

GENERAL PLAN NOTES

WINDOW TAG - REFER TO SHEET A-701

FOR MORE INFORMATION

DOOR TAG - REFER TO SHEET A-701

FOR MORE INFORMATION

102

C

HATCH REPRESENTS WALLS TO BE

REMOVED

LEGEND

REPRESENTS NEW WALLS

DOOR SCHEDULE

DOOR SIZE

WINDOW SCHEDULE

NO. MFG, UNIT. NO. R.O. W X H

A

REMARKS

HEADER

3'-0"

REMARKSTYPE

NOTES:

· ALL EXTERIOR GLAZING TO BE USED IN THIS PROJECT SHALL COMPLY WITH ASTM E1996 STANDARD SPECIFICATION FOR PERFORMANCE

OF EXTERIOR WINDOWS, CURTAIN WALLS, DOORS, AND IMPACT PROTECTIVE SYSTEMS IMPACTED BY WINDBORNE DEBRIS IN

HURRICANES WIND ZONE 4.

· ALL WINDOWS TO RECEIVE HEAD JAMB AND SILL FLASHING IN ACCORDANCE W/ MFG. REQ.S & DETAIL DRAWINGS

NOTES:

· ALL EXTERIOR GLAZING TO BE USED IN THIS PROJECT SHALL COMPLY WITH ASTM E1996 STANDARD SPECIFICATION FOR PERFORMANCE OF

EXTERIOR WINDOWS, CURTAIN WALLS, DOORS, AND IMPACT PROTECTIVE SYSTEMS IMPACTED BY WINDBORNE DEBRIS IN HURRICANES

WIND ZONE 4.

EXTERIOR

HEADER

DOOR DOOR SIZE

6'-8"

24" X 24"

COLOR

3'-0" EXTERIOR

3'-0" EXTERIOR

6'-8"

6'-8"103

102

101

A

83

2 C

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1

A-203

1

A-201

1

A-204

1

A-202

EX

IS

TIN

G

SL

OP

E

EX

IS

TIN

G

SL

OP

E

EXISTING

SLOPE

EXISTING

SLOPE

EXISTING

SLOPE

EX

IS

TIN

G

SL

OP

E

EX

IS

TIN

G

SL

OP

E

EX

IS

TIN

G

SL

OP

E

EX

IS

TIN

G

SL

OP

E

A-103

EXISTING

ROOF PLAN

JOB #:

DATE:

RE:

S H E E T T I T L E

S H E E T #

PERMIT SET

05.01.2018

00000.00

DRAW

INGS AND SPECIFICATIONS ARE PROPRIETARY AND PROPERTY OF SYNCHRONICITY, LLC. NO USAGE ON ANY OTHER PROJECT OR DESIGN PERMITTED. VIOLATIONS SUBJECT TO

FULL PROSECUTION UNDER LAW

. USAGE FOR ANY REASON OUTSIDE OF THIS SPECIFIC PROJECT MUST HAVE W

RITTEN PERMISSION FROM SYNCHRONICITY, LLC

.

1. ALL DIMENSIONS ARE TAKEN FROM

THE FACE OF STUD.

2. IF DISCREPANCIES ARE FOUND IN THE

DRAWINGS OR IF ANY DRAWING IS

UNCLEAR THE GENERAL CONTRACTOR

SHALL NOTIFY THE ARCHITECT AND BE

GIVEN DIRECTION OR CLARIFICATION

IN ACCORDANCE WITH THE ORIGINAL

DESIGN INTENT BY THE ARCHITECT

BEFORE PROCEEDING WITH AFFECTED

WORK.

3. ALL WORK SHALL BE DONE IN

ACCORDANCE WITH THE 2015

INTERNATIONAL BUILDING CODE; IN

ADDITION, STRICT ATTENTION MUST BE

GIVEN TO ALL LOCAL AND STATE

ORDINANCES WHICH APPLY TO THIS

WORK.

4. GENERAL CONTRACTOR TO FIELD

VERIFY ALL DIMENSIONS, NOTES, AND

TAGS PRIOR TO CONSTRUCTION

GENERAL PLAN NOTES

WINDOW TAG - REFER TO SHEET A-701

FOR MORE INFORMATION

DOOR TAG - REFER TO SHEET A-701

FOR MORE INFORMATION

102

C

HATCH REPRESENTS WALLS TO BE

REMOVED

LEGEND

ROOF PLAN NOTES

1. ALL EAVE DIMENSIONS TAKEN FROM

OUTSIDE FACE OF STUD (OR PORCH

BEAM)

2. ARCHITECTURAL ASPHALT SHINGLE

ROOF INSTALLED PER IRC 2015

SECTION 1507.2 STANDING SEAM

METAL ROOF INSTALLED PER IRC 2015

WITH ADDITIONAL NOTES BELOW

3. RIDGE VENTS AT ALL RIDGE LOCATIONS

4. ICE & WATER SHIELD MEMBRANE TO BE

APPLIED AT ALL EAVES TO 24" INSIDE

OF THE WALL PLANE

AT ALL VALLEYS, BAY PROJECTIONS,

HEAD WALLS AND DORMERS INSTALL

24" UP ROOF OR WALL

(2) LAYERS FULL MEMBRANE ON ALL ROOF

PLANES SLOPED LESS THAN 5:12

5. GENERAL CONTRACTOR TO FIELD

VERIFY ALL DIMENSIONS, NOTES, AND

TAGS PRIOR TO CONSTRUCTION

EXISTING ROOF PLAN

SCALE: 1/8"=1'-0" @ 22"x34" OR 1/16"=1'-0" @ 11"X17"

1

REPRESENTS NEW WALLS

83

2 C

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LC

MT

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2

A-203

2

A-201

2

A-204

2

A-202

PROPOSED 5-V

CRIMP METAL

ROOF AT

DORMER, TYP.

EXISTING

ARCHITECTURAL

ASPHALT SHINGLE

ROOF REPLACE AND

REPAIR AS NEEDED,

TYP.

PROPOSED PVC

MEMBRANE ROOF ON

EXISITNG FLAT ROOF

AREA

SLOPE

2:12

PROPOSED AWNING,

TYP.

SLOPE

2:12

SLOPE

2:12

EX

IS

TIN

G

SL

OP

E

EX

IS

TIN

G

SL

OP

E

EXISTING

SLOPE

EXISTING

SLOPE

EXISTING

SLOPE

EXISTING

SLOPE

EX

IS

TIN

G

SL

OP

E

EX

IS

TIN

G

SL

OP

E

EX

IS

TIN

G

SL

OP

E

EX

IS

TIN

G

SL

OP

E

6'-4

"

1'-0

1/8

"

12

'-11 1/4

"14

'-3

1/8

"12

'-11 1/4

"6

'-4

"

1'-3

3

/4

"

1'-0

"1'-0

"

57

'-1 1/2

"

A

A

A

A-104

PROPOSED

ROOF PLAN

JOB #:

DATE:

RE:

S H E E T T I T L E

S H E E T #

PERMIT SET

05.01.2018

00000.00

DR

AW

IN

GS A

ND

SPEC

IFIC

ATIO

NS A

RE PR

OPR

IETA

RY A

ND

PR

OPER

TY O

F SYN

CH

RO

NIC

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. NO

USA

GE O

N A

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TH

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PR

OJEC

T O

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ESIG

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MITTED

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BJEC

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FU

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OSEC

UTIO

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ND

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LA

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EA

SO

N O

UTSID

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F TH

IS SPEC

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PR

OJEC

T M

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AV

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RITTEN

PER

MISSIO

N FR

OM

SYN

CH

RO

NIC

ITY, LLC

.

PROPOSED ROOF PLAN

SCALE: 1/8"=1'-0" @ 22"x34" OR 1/16"=1'-0" @ 11"X17"

1

1. ALL EAVE DIMENSIONS TAKEN FROM

OUTSIDE FACE OF STUD (OR PORCH

BEAM)

2. ARCHITECTURAL ASPHALT SHINGLE

ROOF AND 5-V CRIMP METAL ROOF

INSTALLED PER IBC 2012 SECTION R905

WITH ADDITIONAL NOTES BELOW

3. PVC ROOF INSTALLED PER IBC 2012

SECTION 1507.13 WITH ADDITIONAL

NOTES BELOW

4. RIDGE VENTS AT ALL RIDGE LOCATIONS

5. ICE & WATER SHIELD MEMBRANE TO BE

APPLIED AT ALL EAVES TO 24" INSIDE

OF THE WALL PLANE

6. AT ALL VALLEYS, BAY PROJECTIONS,

HEAD WALLS AND DORMERS INSTALL

24" UP ROOF OR WALL

7. (2) LAYERS FULL MEMBRANE ON ALL

ROOF PLANES SLOPED LESS THAN 5:12

8. GENERAL CONTRACTOR TO FIELD

VERIFY ALL DIMENSIONS, NOTES, AND

TAGS PRIOR TO CONSTRUCTION.

ROOF PLAN NOTES

1. ALL DIMENSIONS ARE TAKEN FROM

THE FACE OF STUD.

2. IF DISCREPANCIES ARE FOUND IN THE

DRAWINGS OR IF ANY DRAWING IS

UNCLEAR THE GENERAL CONTRACTOR

SHALL NOTIFY THE ARCHITECT AND BE

GIVEN DIRECTION OR CLARIFICATION

IN ACCORDANCE WITH THE ORIGINAL

DESIGN INTENT BY THE ARCHITECT

BEFORE PROCEEDING WITH AFFECTED

WORK.

3. ALL WORK SHALL BE DONE IN

ACCORDANCE WITH THE 2015

INTERNATIONAL BUILDING CODE; IN

ADDITION, STRICT ATTENTION MUST BE

GIVEN TO ALL LOCAL AND STATE

ORDINANCES WHICH APPLY TO THIS

WORK.

4. GENERAL CONTRACTOR TO FIELD

VERIFY ALL DIMENSIONS, NOTES, AND

TAGS PRIOR TO CONSTRUCTION

GENERAL PLAN NOTES

WINDOW TAG - REFER TO SHEET A-701

FOR MORE INFORMATION

DOOR TAG - REFER TO SHEET A-701

FOR MORE INFORMATION

102

C

HATCH REPRESENTS WALLS TO BE

REMOVED

LEGEND

REPRESENTS NEW WALLS

DOOR SCHEDULE

DOOR SIZE

WINDOW SCHEDULE

NO. MFG, UNIT. NO. R.O. W X H

A

REMARKS

HEADER

3'-0"

REMARKSTYPE

NOTES:

· ALL EXTERIOR GLAZING TO BE USED IN THIS PROJECT SHALL COMPLY WITH ASTM E1996 STANDARD SPECIFICATION FOR PERFORMANCE

OF EXTERIOR WINDOWS, CURTAIN WALLS, DOORS, AND IMPACT PROTECTIVE SYSTEMS IMPACTED BY WINDBORNE DEBRIS IN

HURRICANES WIND ZONE 4.

· ALL WINDOWS TO RECEIVE HEAD JAMB AND SILL FLASHING IN ACCORDANCE W/ MFG. REQ.S & DETAIL DRAWINGS

NOTES:

· ALL EXTERIOR GLAZING TO BE USED IN THIS PROJECT SHALL COMPLY WITH ASTM E1996 STANDARD SPECIFICATION FOR PERFORMANCE OF

EXTERIOR WINDOWS, CURTAIN WALLS, DOORS, AND IMPACT PROTECTIVE SYSTEMS IMPACTED BY WINDBORNE DEBRIS IN HURRICANES

WIND ZONE 4.

EXTERIOR

HEADER

DOOR DOOR SIZE

6'-8"

24" X 24"

COLOR

3'-0" EXTERIOR

3'-0" EXTERIOR

6'-8"

6'-8"

A

101

102

103

83

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LC

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D

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EN

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0' - 0"

FIRST FINISHED FLOOR

6' - 8"

HEADER HT.

8' - 10"

PLATE HT.

6' - 8"

HEADER HT.

0' - 0"

FIRST FINISHED FLOOR

9' - 0"

PLATE HT.

12' - 4"

DORMER PLATE HT.

ANODIZED ALUMINUM

STOREFRONT WINDOWS, TYP.

PROPOSED AWNING, TYP.

FIXED WINDOWS IN

PROPOSED DORMERS, TYP.

5-V CRIMP METAL ROOF

ARCHITECTURAL ASPHALT

SHINGLE ROOF

ROLL UP DOOR, TYP.

S1 S3 S4S2

A A A A A A A A A

A-201

EXISTING

&

PROPOSED

ELEVATIONS

JOB #:

DATE:

RE:

S H E E T T I T L E

S H E E T #

PERMIT SET

05.01.2018

00000.00

DR

AW

IN

GS A

ND

SPEC

IFIC

ATIO

NS A

RE PR

OPR

IETA

RY A

ND

PR

OPER

TY O

F SYN

CH

RO

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ITY, LLC

. NO

USA

GE O

N A

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PR

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T O

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MITTED

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FU

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OSEC

UTIO

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EA

SO

N O

UTSID

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F TH

IS SPEC

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PR

OJEC

T M

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AV

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RITTEN

PER

MISSIO

N FR

OM

SYN

CH

RO

NIC

ITY, LLC

.

EXISTING NORTH ELEVATION

SCALE: 1/4"=1'-0" @ 22"x34" OR 1/8"=1'-0" @ 11"X17"

1

PROPOSED NORTH ELEVATION

SCALE: 1/4"=1'-0" @ 22"x34" OR 1/8"=1'-0" @ 11"X17"

2

83

2 C

OL

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D, L

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NA

83

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AN

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D

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EN

T

0' - 0"

FIRST

FINISHED

FLOOR

8' - 10"

PLATE HT.

0' - 0"

FIRST FINISHED FLOOR

9' - 0"

PLATE HT.

0' - 0"

FIRST

FINISHED

FLOOR

8' - 10"

PLATE HT.

0' - 0"

FIRST FINISHED FLOOR

9' - 0"

PLATE HT.

12' - 4"

DORMER PLATE HT.

5-V CRIMP METAL ROOF

SMOOTH PANEL SIDING, TYP.

PROPOSED AWNING,TYP.

A-202

EXISTING

&

PROPOSED

ELEVATIONS

JOB #:

DATE:

RE:

S H E E T T I T L E

S H E E T #

PERMIT SET

05.01.2018

00000.00

DR

AW

IN

GS A

ND

SPEC

IFIC

ATIO

NS A

RE PR

OPR

IETA

RY A

ND

PR

OPER

TY O

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. NO

USA

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PR

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MITTED

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FU

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OSEC

UTIO

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N O

UTSID

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F TH

IS SPEC

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PR

OJEC

T M

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AV

E W

RITTEN

PER

MISSIO

N FR

OM

SYN

CH

RO

NIC

ITY, LLC

.

EXISTING WEST ELEVATION

SCALE: 1/4"=1'-0" @ 22"x34" OR 1/8"=1'-0" @ 11"X17"

1

PROPOSED WEST ELEVATION

SCALE: 1/4"=1'-0" @ 22"x34" OR 1/8"=1'-0" @ 11"X17"

2

83

2 C

OL

EM

AN

B

LV

D, L

LC

MT

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LE

AS

AN

T

SO

UT

H

CA

RO

LI

NA

83

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AN

B

LV

D

SH

EL

L

IM

PR

OV

EM

EN

T

0' - 0"

FIRST FINISHED FLOOR

9' - 0"

PLATE HT.

0' - 0"

FIRST

FINISHED

FLOOR

6' - 8"

HEADER HT.

8' - 10"

PLATE HT.

0' - 0"

FIRST FINISHED FLOOR

9' - 0"

PLATE HT.

12' - 4"

DORMER PLATE HT.

NEW FIXED WINDOW

PROPOSED AWNING, TYP.

SMOOTH PANEL SIDING, TYP.

5-V CRIMP METAL ROOF

0' - 0"

FIRST

FINISHED

FLOOR

6' - 8"

HEADER HT.

8' - 10"

PLATE HT.

A-203

EXISTING

&

PROPOSED

ELEVATIONS

JOB #:

DATE:

RE:

S H E E T T I T L E

S H E E T #

PERMIT SET

05.01.2018

00000.00

DR

AW

IN

GS A

ND

SPEC

IFIC

ATIO

NS A

RE PR

OPR

IETA

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ND

PR

OPER

TY O

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MITTED

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SO

N O

UTSID

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F TH

IS SPEC

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PR

OJEC

T M

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AV

E W

RITTEN

PER

MISSIO

N FR

OM

SYN

CH

RO

NIC

ITY, LLC

.

EXISTING EAST ELEVATION

SCALE: 1/4"=1'-0" @ 22"x34" OR 1/8"=1'-0" @ 11"X17"

1

PROPOSED EAST ELEVATION

SCALE: 1/4"=1'-0" @ 22"x34" OR 1/8"=1'-0" @ 11"X17"

2

83

2 C

OL

EM

AN

B

LV

D, L

LC

MT

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AS

AN

T

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UT

H

CA

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NA

83

2 C

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AN

B

LV

D

SH

EL

L

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PR

OV

EM

EN

T

0' - 0"

FIRST FINISHED FLOOR

6' - 8"

HEADER HT.

8' - 10"

PLATE HT.

0' - 0"

FIRST FINISHED FLOOR

9' - 0"

PLATE HT.

0' - 0"

FIRST FINISHED FLOOR

6' - 8"

HEADER HT.

8' - 10"

PLATE HT.

0' - 0"

FIRST FINISHED FLOOR

9' - 0"

PLATE HT.

A-204

EXISTING

&

PROPOSED

ELEVATIONS

JOB #:

DATE:

RE:

S H E E T T I T L E

S H E E T #

PERMIT SET

05.01.2018

00000.00

DR

AW

IN

GS A

ND

SPEC

IFIC

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NS A

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OPR

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PR

OPER

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RITTEN

PER

MISSIO

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SYN

CH

RO

NIC

ITY, LLC

.

EXISTING SOUTH ELEVATION

SCALE: 1/4"=1'-0" @ 22"x34" OR 1/8"=1'-0" @ 11"X17"

1

PROPOSED SOUTH ELEVATION

SCALE: 1/4"=1'-0" @ 22"x34" OR 1/8"=1'-0" @ 11"X17"

2

83

2 C

OL

EM

AN

B

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D, L

LC

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AS

AN

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ROLL UP DOOR, TYP.

PROPOSED AWNING, TYP.

0' - 0"

FIRST FINISHED FLOOR

9' - 0"

PLATE HT.

12' - 4"

DORMER PLATE HT.

FIXED WINDOWS IN

PROPOSED DORMERS, TYP.

5-V CRIMP METAL ROOF

ROOF UNDERLAYMENT OR

EQUI.

EXTERIOR GRADE ROOF SHEATHING,

REF STRUCTURAL

ARCHITECTURAL ASPHALT

SHINGLE ROOF

6' - 8"

HEADER HT.

WALL SECTION

SCALE: 1/2"=1'-0" @ 22"x34" OR 1/4"=1'-0" @ 11"X17"

1

A-301

SECTIONS

JOB #:

DATE:

RE:

S H E E T T I T L E

S H E E T #

PERMIT SET

05.01.2018

00000.00

DR

AW

IN

GS A

ND

SPEC

IFIC

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NS A

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OPR

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PR

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PR

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T M

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AV

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RITTEN

PER

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OM

SYN

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.

83

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10'-4"

EQ EQ EQ EQ EQ EQ EQ EQ

6'-10

"

EQ

EQ

EQ

5'-0"

3'-0" 2'-0"

6'-10

"

5'-0"

2'-0" 3'-0"

6'-10

"

3'-0"2'-0"

6'-10

"

5'-0"

JOB #:

DATE:

RE:

S H E E T T I T L E

S H E E T #

PERMIT SET

05.01.2018

00000.00

DR

AW

IN

GS A

ND

SPEC

IFIC

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NS A

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OPR

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PR

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AV

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RITTEN

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SYN

CH

RO

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ITY, LLC

.

A-501

DETAILS -

STOREFRONT

DOOR & WINDOW

STOREFRONT DOOR SYSTEM S1

SCALE: 1/2"=1'-0" @ 24"x36" OR 1/4"=1'-0" @ 12"X18"

1

OVERHEAD DOOR SYSTEM S2

SCALE: 1/2"=1'-0" @ 24"x36" OR 1/4"=1'-0" @ 12"X18"

1

STOREFRONT DOOR SYSTEM S3

SCALE: 1/2"=1'-0" @ 24"x36" OR 1/4"=1'-0" @ 12"X18"

3

STOREFRONT DOOR SYSTEM S4

SCALE: 1/2"=1'-0" @ 24"x36" OR 1/4"=1'-0" @ 12"X18"

4

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FOUNDATION PLANSCALE: 1/4"=1'-0"

1

ABBREVIATIONS LEGENDVAR @ 5:12 P.G. = TOP OF BEAM ELEVATION VARIES @ 5:12 PITCH, GABLE RAKE BEAMT.O.=THROUGHOUTE.E.=EACH ENDO.C.=ON CENTERG.R.B.=GABLE RAKE BEAM

WOOD HEADER SCHEDULE

RE: ARCH'TWD-1

REMARKSMARK WOOD HEADER SIZE NUMBER OF JACKS NUMBER OF FULLSTUDS BTM OF HEADER BEARING PLATE

ELEVATION

1 EE2 EE(3) 2x12 EXISTING

WD-2 2 EE2 EE

WOOD HEADER NOTES:1. HEADERS FOR FRAMED OPENINGS GREATER THAN 8'-0" MUST

BE ENGINEERED AND STAMPED BY THE TRUSSMANUFACTURER.

2. SEE ALL NOTES ON SHEET S0-1

3. SEE CONNECTOR SCHEDULE AND PANEL SHEAR WALLSCHEDULE FOR STRAPPING OF ALL WOOD HEADERS

(3) 1 34" x 11 14" LVLs RE: ARCH'T EXISTING

WD-1 WD-1 WD-1

WD

-1W

D-1

WD

-1W

D-2

SIMPSON STHD14

HOLD DOWNS

S-2

1ST

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EXISTING PRE ENGINEERED WOOD TRUSSESR-1

ROOF RAFTERS 2x8 SYP #2 @16" O.C. UNOR-2

LEGEND:

FIRST FLOOR FRAMING PLANSCALE: 1/4"=1'-0"

1

(2) 1 34" x 9 14" LVLs

(2) 1 34" x 9 14" LVLs

(2) 2

x10

SYP

#2

(2) 1 34" x 9 14" LVLs

(2) 1 34" x 9 14" LVLs

(2) 2

x10

SYP

#2

(3) 1 34" x 9 14" LVLs

(3) 1 34" x 9 14" LVLs

(2) 1

3 4" x

9 1 4"

LVL

s

R-2

R-2

R-2

R-1

R-1

R-1R-1

EOR WILL HANDLE ANY UNFORESEEN STRUCTURALCONDITIONS IN FIELD WITH ARCHITECT, GENERALCONTRACTOR AND OWNER AS REQUIRED. EOR NEEDS 24HOURS NOTICE.

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S-3

2ND

FLO

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LAN

SIMPSON ABU44 / 66 AT BOTTOM, (2) ST18 STRAPS AT TOP OFSOLID 4x4 OR 6x6 COLUMN. ALTERNATE: SIMPSON PA51 / 68STRAP EMEDDED IN FOOTING WITH CMST14 STRAP EXTENSION(ATTACH TO PA STRAP WITH (2) 1

2" BOLTS AT A MIN. OF 112" FROM

END OF CMST STRAP). EXTEND CMST STRAP THRU HOLLOW(ALONG SOLID) COLUMN AND ATTACH TO TOP GIRDER/HEADERWITH (9) 16d NAILS. TYPICAL AT ALL PORCH COLUMNS.

HOLLOW ALUMINUMCOLUMN

PIER BELOW OR SOLIDFOUNDATION

BAND BOARD ORCONCRETE SLAB

SOLID WOODCOLUMNS

HOLLOW WOODCOLUMNS

EXTERIOR COLUMN DETAILNTS

1

CS16 @ 32" O.C AT ALTERNATE STUDS TYPMAY BE INSTALLED OVER OR UNDERSHEATHING

PANEL TO SPAN ACROSS FLOOR SYSTEMFROM 1ST TO 2ND FLOOR STUDS

NAILING @ PLATE AND SHOE (TYP ALLFLOORS)

FIRST COURSE PLYWOOD ARRANGEDHORIZONTALLY (NOTE: OTHER COURSESMAY BE ARRANGED HORIZONTALLY ORVERTICALLY, AT BUILDER DISCRETION)

NAIL PLYWD SHEATHING TO SILL W/ 8d RINGSHANK @ 3" O.C.

1ST FLOOR SHEETING NAILED WITH 8d RINGSHANK NAILS 4" O.C. ON ALL BOUNDARIES(OMITTED FOR CLARITY)

SIMPSON HOLD DOWNCONNECTORS PERSHEARWALL DRAWINGS.

2ND FLOOR SHEETING NAILEDWITH 8d RING SHANK NAILS 4" O.C.ON ALL BOUNDARIES (OMITTEDFOR CLARITY).

BASE PLATE

NAIL PLYWD SHEATHING TOFRAMING W/ 8d RING SHANK@ 6" O.C. IN FIELD TYPICAL

NAIL PLYWD SHEATHING TOFRAMING W/ 8d RING SHANK@ 6" O.C. IN FIELD TYPICAL

7/16" MINIMUM OSB OR CDX PLYWOOD.MAINTAIN 2'-0" MINIMUM DISTANCE BETWEENCENTER OF PLATE / JOIST / GIRDER &SHEATHING JOINT (WHERE POSSIBLE ONGABLE END WALL). SHEATHING MAY BEVERTICAL OR HORIZONTAL UNLESS NOTEDOTHERWISE. (STAGGER MIN. 2'-0"TOP/BOTTOM OF FLOOR SYSTEM)

RIM JOIST

RIM JOIST / FLOOR JOIST

SIMPSON HOLD DOWNCONNECTORS PERSHEARWALL DRAWINGS.

BLOCKING @48" O.C. MAX

DBL TOP PLATE NAIL PLYWD SHEATHING TO TOP PLATE W/8d RING SHANK @ 3" O.C.

EXTERIOR SHEARWALL SHEATHING & CONSTRUCTIONNTS

1

7/16" MINIMUM OSB OR CDX PLYWOOD.MAINTAIN 2'-0" MINIMUM DISTANCE BETWEENCENTER OF PLATE / JOIST / GIRDER &SHEATHING JOINT (WHERE POSSIBLE ONGABLE END WALL). SHEATHING MAY BEVERTICAL OR HORIZONTAL UNLESS NOTEDOTHERWISE. (STAGGER MIN. 2'-0"TOP/BOTTOM OF FLOOR SYSTEM)

NAIL PLYWD SHEATHING TO SILL W/ 8d RINGSHANK @ 3" O.C.

NOTE:H 10 MUST BE INSTALLED ON OUTSIDE OF STUDWALL. IF INSTALLED ON INSIDE OF WALL, STUDSON EITHER SIDE OF H 10 MUST BE ANCHORED TOTOP PLATE USING H 2.5 STRAPS.

RAFTER / TRUSS

SIMPSON H10STRAP

TOP PLATE /GIRDER / BEAM

CONNECTION DETAILNTS

1

ROOF SHEATHING & CONSTRUCTIONNTS

1

7/16" MIN OSB OR CDX PLYWOOD SHEATHINGEXPOSURE 1

FULL DEPTH BLOCKING@ 4'-0" O.C. TYPICALEACH END (NOTREQUIRED FOR FULLHIP ENDS)

NOTE: FULL DEPTH BLOCKING ISFROM THE ROOF SHEETING TOBOTTOM OF RAFTER/TRUSS CORD.

GABLE END WALL RIDGE (BLOCK ALL RIDGES)

BUIL

DIN

G W

IDTH

(SHOWN @ 16" O.C.)

16" o.c.

48" max.

BUILDING LENGTH

4' MEASURED ALONG THEROOF LINE, NOT THEHORIZONTAL PROJECTION.

4'-0

" o.c

.M

AXIM

UM

1. SEE ARCHITECT'S SPECIFIC RAFTER TAILSCONNECTIONS

2. SEE WALL SECTION FOR CONNECTIONDETAILS TO WALLS

NOTES:

8d RING SHANK NAILS @ 6" O.C. EDGES &INTERMEDIATE FRAMING. **EXCEPTIONS:USE 3" O.C. SPACING WITHIN 4'-0" OF ALL ROOF EDGES (GABLE, EAVE, RIDGE)

STRAP DBL. TOP PLATE TOKING STUDS W/ SIMPSON "SP 4,6, OR 8" STRAP OVER TOPPLATE AND DOWN EACH SIDEW/ (6) 10d NAILS (TYPICAL)

HEADER OR G.T. SEE FRAMINGPLAN

5/8 J-BOLTS W/ 3"x 3"x 1/4" STL.WASHERS @ 32" O.C. MAX. & 6"MAX. ON EACH SIDE OFSPLICES, OUT OF CORNERS &FROM EA. SIDE OF DOORWAYOPENING. (ALT: 5/8" ATR DRILL& EPOXY W/ 8" EMBED)

TYPICAL BEARING FOOTING(SEE SCHED.)

STRAP BASE PLATE TO KING &JACK STUDS W/ SIMPSON "SP 4,6, OR 8" STRAP UNDER BASEPLATE AND UP EACH SIDE W/(6) 10d NAILS (TYPICAL)

SIMPSON CS16 AT EACH JACK12" MIN. END LENGTHS TOPAND BOTTOM, (11) 8dFASTENERS EACH END

TYPICAL OPENING INWOOD BEARING WALLS (CONCRETE)NTS

6

DOUBLE 2x TOPPLATE

2x STUD WALL

>6"

>6"

NOTCH GREATER THAN50% OF WIDTH OF PLATE

MIN 16 GA x 112" GALV TIE

PLATE W/ MIN (8) 10d x 112"

SINKERS ON EACH SIDEOF NOTCH

BEARING WALL NOTCH DETAILNTS

1

TYPICAL WOOD STUDPACK (COLUMN) CONCRETENTS

1

5/8 DIA. ANCHOR BOLT OR 5/8DIA. "HILTI" KWIK BOLT (8"EMBED AND 3-1/2" EDGE OFCONC.)

SIMPSON LTT20B FULLY NAILED@ 3-2X6 COLUMNS ALT: SIMPSONHTT5

TRIPLE WOOD STUDS (UNO)

WOOD HEADER OR TRUSS

(2) SIMPSON MTS16 (1) EACH SIDE W/(7) 10d COMMON NAILS (UPLIFT=1.5KP) (ALT: (2) CS16 FLAT STRAPS)

FLOOR TO FLOORCONNECTION MIN (3) SIMPSONCS16, 12" MIN. END LENGTHSTOP AND BOTTOM, (11) 8dFASTENERS EACH END, 32"O.C. (TYP. BETWEEN FLOORS).

FLOOR TO FLOORCORNER CONNECTIONNTS

3

WALL BRACING @ OPENINGS WITHIN42" OF OUTSIDE CORNERNTS

1

SIMPSON CS16 STRAP AT 48" O.C. MAX(AT EACH BLOCKING) -- OVERLAPHEADER AND PERPENDICULAR WALL32" MIN. EACH WAY WHEREAPPLICABLE (ADD BLOCKING ASREQUIRED). TYP. WITH CORNERWALLS LESS THAN 3'-6" WIDE

SEE TYPICAL OPENING INWOOD WALL FORSTRAPPING DETAILS

TYPICAL BLOCKING@ 48" O.C. MAX

HEADER

TYPICAL DOUBLETOP PLATES

SILL

HEADER

WD WALL DIRECT MOUNT SHUTTERNTS

1

E.D. = EDGE DISTANCE(SEE MANUFACTURERSCHEDULE)

ANCHOR PERMANENTLY INSTALLEDINTO MULTI-PLY 2x WD SILL FORDIRECT PANEL SHUTTERS.STAINLESS STEEL SCREW LENGTHSAND SPACING TO BE AS PERMANUFACTURE SPECS W/ 1 1/2"EMBEDMENT MIN. EXCLUDINGSTUCCO & BANDING

ANCHOR PERMANENTLY INSTALLEDINTO MULTI-PLY 2x WD HEADER FORDIRECT PANEL SHUTTERS.STAINLESS STEEL SCREW LENGTHSAND SPACING TO BE AS PERMANUFACTURE SPECS W/ 1 1/2"EMBEDMENT MIN. EXCLUDINGSTUCCO & BANDING

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THE TRUSS LAYOUT SHOWN IN THIS PLAN IS SCHEMATIC IN NATURE. HOWEVER,THE SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THEASSUMPTION THAT THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINALTRUSS DESIGNER'S LAYOUT. THIS FRAMING SCHEME (DIRECTION OF TRUSSES,MAJOR GIRDER TRUSS BEARING POINTS, ETC.) CAN BE MODIFIED ONLY AFTEROBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF RECORD WHO MUSTREVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONSACCORDINGLY. FINAL SIGNED AND SEALED ENGINEERED TRUSS DESIGNS MUST BESUBMITTED TO THIS OFFICE FOR REVIEW AS PER GENERAL NOTES. TRUSSDESIGNERS MUST PROVIDE ALL TRUSS TO TRUSS CONNECTIONS AS PART OF THEDESIGN.

WOOD TRUSSES TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE"NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" AND ITSFASTENING" TRUSS DESIGN SHALL COMPLY WITH APPLICABLE "COASTALCONSTRUCTION" CODES, BY THE NFPA. TRUSS DESIGN TO BE SEALED BY AREGISTERED PROFESSIONAL ENGINEER.

WOOD TRUSS CONSTRUCTION / ERECTION, SHALL CONFORM TO THE FOLLOWING:

1. ANSI:TPI-1 "NATIONAL DESIGN STANDARD FORMETAL-PLATE-CONNECTED WOOD TRUSS CONSTRUCTION."

2. TPI-HIB "COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES."

3. TPI-DSB "RECOMMENDED DESIGN SPECIFICATION FOR TEMPORARYBRACING OF METAL PLATE CONNECTED WOOD TRUSSES."

TRUSS NOTES:

1. ENGINEER'S DESIGN APPLIES TO DRAWINGS AS STAMPED. DESIGNS ARE FORFOUNDATION SYSTEM ONLY. ANY ALTERATIONS SHALL BE THERESPONSIBILITY OF THE PARTIES INVOLVED AND MAY VOID ENGINEERED DESIGN.

2. ERECTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO INSTALLATION.DISCREPANCIES SHALL BE RESOLVED AS NEEDED WITH ENGINEER BEFOREPROCEEDING. ENGINEER NOT RESPONSIBLE FOR FOUNDATION LAYOUT.

3. ERECTOR SHALL FOLLOW STANDARD CONSTRUCTION PRACTICES DICTATED BY THE "INTERNATIONAL BUILDING CODE" (IBC) EXCEPT AS NOTED.

4. COMPACT ALL FILL TO A MINIMUM OF 95 % MODIFIED PROCTOR AND TREATALL SOIL IN AREA OF WORK FOR TERMITES FOR A DISTANCE OF 4' FROM THEPERIMETER OF ALL FOOTINGS OR SLAB EDGES.

5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ASSURE THAT THEACTUAL SOIL BEARING VALUE EQUALS OR EXCEEDS THE MINIMUM AMOUNTSPECIFIED AND, IF IT IS LESS, TO CONTACT THE DESIGNER TO MAKE SUCHPROVISION AS THE ACTUAL CONDITIONS MAY REQUIRE.

6. PLACING DRAWINGS AND BAR LISTS SHALL CONFORM TO A.C.I.'S "BUILDINGCODE" (A.C.I 318-02) , A.C.I.'S "SPECIFICATIONS FOR STRUCTURAL CONCRETEFOR BUILDING" (A.C.I. 301-89), AND A.C.I.'S "MANUAL OF STANDARD PRACTICEFOR DETAILING REINFORCED CONCRETE STRUCTURES" (A.C.I. 315).

7. DETAILS OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH"THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION", AS PUBLISHED BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS OTHERWISE INDICATED.

8. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TOSAFELY SUPPORT ALL CONSTRUCTION LOADS.

9. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE "TIMBERCONSTRUCTION MANUAL", AS PUBLISHED BY THE AMERICAN INSTITUTE OFTIMBER CONSTRUCTION.

10. ALL WOOD FRAMING IN CONTACT WITH MASONRY, CONCRETE, OR STEELSHALL BE PRESSURE TREATED AND SEPARATED WITH A MIN. 15# FELT.

11. ALL EXPOSED WOOD SHALL BE PRESSURE TREATED IN ACCORDANCE WITHAMERICAN WOOD PRESERVERS ASSOCIATION (AWPA) GUIDELINES. WOODSHALL BE TREATED FOR ABOVE OR BELOW GRADE USE. WHICHEVER APPLIES.

12. CONTRACTOR SHALL PROVIDE CONNECTION HARDWARE THAT WILLPROPERLY JOIN ALL WOOD AND TIMBER MEMBERS TO EACH OTHER AND TOTHEIR SUPPORTS. CONNECTIONS SHALL BE CAPABLE OF TRANSFERRING THEAPPLIED LOADS TO THE SUPPORTING MEMBERS.

13. ALL HARDWARE SHALL BE HOT DIPPED GALVANIZED IN ACCORDANCE WITHASTM A123 OR 153

14. CONNECTORS AND ANCHORS SHALL BE INSTALLED PER MANUFACTURER'SINSTRUCTIONS. ANCHOR BOLTS SHALL BE MINIMUM ASTM A36: THREADEDFASTENERS SHALL BE MIN. ASTM A307.

15. FRAMING "ANCHORS" ARE REQUIRED FOR EACH WOOD FRAMING MEMBERWHICH IS A PART OF WOOD BEARING WALLS (I.E. PLATES, STUDS, JOISTS,TRUSSES, BEAMS, ETC.) (PER CODE).

16. SUBMIT (3) THREE COPIES OF ROOF TRUSS SHOP DRAWINGS TO THE DESIGNER FOR REVIEW PRIOR TO FABRICATION. TRUSS DRAWINGS ARE TOBE SIGNED AND SEALED BY A REGISTERED SOUTH CAROLINA ENGINEER.

11. DESIGNER RESERVES THE RIGHT TO MODIFY STRUCTURAL SYSTEMS AS ARESULT OF ROOFING TRUSS SHOP DRAWING REVIEW.

12. GENERAL CONTRACTOR TO IDENTIFY EXACT LOCATION, LOADS, AND SPACEREQUIREMENT OF TRUSS MOUNTED AIR HANDLING UNITS ANDMISCELLANEOUS EQUIPMENT, WHICH BEAR ON TRUSSES. TRUSSMANUFACTURER TO DESIGN, MANUFACTURE AND IDENTIFY SUCH TRUSSESTO CARRY SAID LOADS.

13. REFER TO GYPSUM ASSOCIATION GA-216-96 TABLE 1 FOR MAXIMUM FRAMINGSPACING OF SINGLE LAYER GYPSUM BOARD WITH VARIOUS TEXTURES.

14. IN CASE OF CONFLICT BETWEEN DRAWING OR SPECIFICATIONS, THE MORERIGID REQUIREMENTS SHALL BE ASSUMED TO GOVERN UNTIL A RULING ISMADE BY THE ENGINEER.

15. DETAILS ARE FOR STRUCTURAL PURPOSES ONLY. NOT RESPONSIBLE FORFLASHING, WATERPROOFING OR ANY WATER INTRUSION. ALSO NOT RESPONSIBLE FOR ANY CLAIM ARISING OUT OF ANY ALLEGED ORTHREATENED PRESENCE OF MOLD, MILDEW, FUNGI, SPORES OR ANY OTHERGROWTH OR ORGANIC MATTER OF ANY KIND WHATSOEVER.

STRUCTURAL NOTES:1. FILL COMPACTION:

FILL SHALL BE CLEAN WELL GRADED SAND CLASSIFICATION SW PER ASTM D2487-69(75) WITH LESS THAN 12% PASSING SIEVE, TO BEVERIFIED BY SIEVE ANALYSIS AND REVIEW BY THE ENGINEER PRIOR TODELIVERY TO THE JOB SITE. FILL MATERIAL SHALL BE PLACED IN LIFTSOF NOT MORE THAN 12" AND COMPACTED TO 95% MODIFIED PROCTOR(ASTN D1557-78). AT LEAST ONE DENSITY TEST SHALL BE MADE FOR 2500 SQ. FT. OF COMPACTED AREA. THE RESULTS OF PROCTOR TEST(S) AND FIELD DENSITY TEST(S) SHALL BE FURNISHED TO ENGINEER AND DESIGNER.

2. EXISTING SOIL COMPACTION:EXISTING SOIL SHALL BE COMPACTED TO 95% MODIFIED PROCTOR (ASTM D1557-78) WITHIN A DISTANCE OF 5' BEYOND ALL BUILDING EDGES. AT LEAST ONE FIELD DENSITY TEST SHALL BE PERFORMED FOR EACH 2500 SQ. FT. OF AREA. DENSITY TESTS ARE TO BE MADE 12" BELOW THE COMPACTED SURFACE. RESULTS OF POCTOR TEST(S)AND FIELD DENSITY TEST(S) SHALL BE FURNISHED BY THE ENGINEER.

FILL & SOIL COMPACTION NOTES:

DOUBLE TOPPLATE

4'-0" MIN. LAP

1. ALL WOOD HEADERS AND BEAMS SHALL BE SYP #2 OR DF LARCH #2 (ORBETTER) U.N.O.

2. ALL FRAMING SHALL BE SYP #2, DF LARCH #2 OR SPF #2 (OR BETTER) U.N.O.

3. PROVIDE 2 x 4 LATERAL BRACING AT 6'-0" O.C. MAX AT THE BOTTOM CHORDAND AS OTHERWISE CALLED FOR ON THE TRUSS SHOP DRAWINGS. ADEQUATE BRACING AND BRIDGING SHALL BE USED DURING ERECTION OFTHE TRUSSES TO PREVENT COLLAPSE OR DAMAGE TO SAME.

4. PROVIDE 2" X 4" S.P. 2 DIAGONAL BRACING @ 20'-0" O.C. MAX. THROUGHOUTENTIRE ROOF STRUCTURE.

5. HEADERS FOR FRAMED OPENINGS GREATER THAN 8'-0" MUST BEENGINEERED AND STAMPED BY THE TRUSS MANUFACTURER.

6. ALL HEADERS OVER DOORS AND WINDOWS TO BE 2 OR 3-2 x 12'S (FORWOOD FRAME CONSTRUCTION DEPENDING ON WALL THICKNESS) EXCEPT

WHERE NOTED.

7. FASTENING ALL DOUBLE HEADERS TOGETHER WITH 2 ROWS OF 16d NAILS @16" O.C. (ALONG EA. EDGE - STAGGERED).

8. FASTENING ALL TRIPLE HEADERS TOGETHER WITH 2 ROWS OF 16d NAILS @12" O.C. STAGGERED. (ONE ROW EA. SIDE)

9. PROVIDE DOUBLE STUDS MINIMUM AT EACH SIDE OF ANY OPENING ANDTRIPLE STUDS MINIMUM AT ALL CORNERS. U.N.O.

10. ALL BEARING WALL DOUBLE TOP PLATES SHALL BE CONTINUOUS. WHERESPLICE IS REQUIRED, PROVIDE 4'-0" MIN. LAP AND FASTEN PLATESTOGETHER W/ (14) 16D NAILS ( 2 ROWS STAGGERED.)

11. ALL WOOD FASTENING SHALL CONFORM TO INTERNATIONAL BUILDING CODECURRENT EDITION.

12. ALL CONNECTORS TO WOOD TO BE GALVANIZED G90 MIN.

13. ALL STRUCTURAL NAILS TO BE GALVANIZED, COMMON, FED. SPEC. FFN-105B

14. WOOD EXPOSED TO THE WEATHER OR IN CONTACT WITH CONCRETE TO BEPRESSURE TREATED PER AWPA SPECS. WITH EITHER SODIUM BORATE (SBX)OR ALKALINE COPPER QUAT (ACQ) WILL NEED MIN. G185 GALVANIZING. NAILSIN THESE CONNECTORS WILL NEED TO BE HOT DIPPED GALVANIZED.

15. PROVIDE STUD PACK (3 STUDS MIN) AT EACH BEARING POINT OF GIRDERS ONWOOD WALLS, UNLESS NOTED OTHERWISE.

16. WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHENCLOSER THAN 18 INCHES (457 MM) OR WOOD GIRDERS WHEN CLOSER THAN12 INCHES (305 MM) TO THE EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED AREA LOCATED WITHIN THE PERIPHERY OF THE BUILDING FOUNDATION, SHALL BE PRESSURE TREATED.

17. ALL WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRYEXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8 INCHES (203 MM) FROMTHE EXPOSED GROUND, SHALL BE PRESSURE TREATED.

FRAMING NOTES:

1. ALL CONCRETE SHALL HAVE 3000 PSI COMPRESSIVE STRENGTH IN 28 DAYS.CONCRETE SLUMP SHALL NOT EXCEED 4".

2. REINFORCING SHALL BE GRADE 60 CONFORMING TO ASTM 615, GRADE 60.

3. CONCRETE SLABS SHALL BE MACHINE TROWELED FINISH & RECEIVE ONECOAT OF SEALER/HARDENER LIQUID MEMBRANE CURING COMPOUND ANDSHALL BE APPLIED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318 AND ACI 301(LATEST EDITION).

5. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE PER A.C.I. 318-02(COMMON CONDITIONS LISTED BELOW)

SLAB -- 3/4" (REINFORCING #5'S OR SMALLER, INTERIOR SLABS)BEAMS & COLUMNS -- 1-1/2"FORMED CONCRETE BELOW GRADE -- 2"UNFORMED CONCRETE BELOW GRADE -- 3"

6. THE CONTRACTOR SHALL BE RESPONSIBLE TO SEE THAT ALL REBARS AREPROPERLY ALIGNED AND TIED IN PLACE BEFORE PLACING CONCRETE ANDTHAT THEY REMAIN IN POSITION DURING CONCRETE PLACEMENTOPERATIONS.

7. PROVIDE 6x6 - 10/10 GALVANIZED WWF IN SLABS ON GRADE WITH 2 LAYERSOF WWF WITHIN 4 FEET OF EXTERIOR EDGE OF SLAB , UNLESS OTHERWISEINDICATED.

8. BAR SUPPORTS AND SPACERS FOR REBAR SHALL BE PROVIDED INACCORDANCE WITH ACI 315.

9. REINFORCING STEEL SHALL BE FABRICATED AND PLACED IN ACCORDANCEWITH ACI 318 AND ACI 315.

11. ALL CONCRETE SHALL BE COMPACTED WITH HIGH FREQUENCY, INTERNALMECHANICAL VIBRATING EQUIPMENT SUPPLEMENTED BY HAND SPADINGAND TAMPING.

12. OUT OF LEVEL TOLERANCE FOR TOP OF SLABS IS 5/32" IN 10' AND 1/4"OVERALL.

13. FLOOR SLAB SHALL BE APPLIED WITH SEALER AT A RATE OF NOT LESS THAN300 SF/GAL.

14. FLOOR SLAB SHALL HAVE 6 MIL POLY VAPOR BARRIER BENEATH. UNDER NOCIRCUMSTANCE SHALL POLY VAPOR BARRIER BE PLACED UNDER FOOTINGSOR THICKENED SLABS.

15. ALL FLOOR SLABS SHALL BE PLACED ON WELL COMPACTED FILL - POISONSOIL.

CONCRETE NOTES:

1. MASONRY CONSTRUCTION SHALL CONFORM TO IBC LATEST ADOPTEDEDITION.

2. CONTRACTOR SHALL OBTAIN COPY OF MASONRY CODE AND SPECIFICATIONSFOR REFERENCE AT THE JOBSITE.

3. USE TYPE "S" MORTAR WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI@ 28 DAYS. MASONRY GROUTING TO BE PER ASTM C 476-83, AND ASTM C270-89 AND A.C.I 530.1-95

4. MASONRY UNITS SHALL CONFORM TO ASTM C90 WITH A MINIMUMCOMPRESSIVE STRENGTH OF 1900 PSI ON NET SECTION, TO PROVIDE NETAREA COMPRESSIVE STRENGTH OF (F'm) OF 1500 PSI.

5. PROVIDE 3000 PSI READY MIX IN ALL FILLED CELLS.

6. DOWEL COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE ANDNUMBER OF DOWELS AS VERTICAL BARS ABOVE.

7. REINFORCING FOR FILLED CELLS SHALL CONFORM TO ASTM A615, GRADE 60.PROVIDE THE FOLLOWING LAP SPLICES FOR REINFORCING (U.N.O)

#3 BARS 18"#4 BARS 24"#5 BARS 30"#6 BARS 38"

8. REINFORCING IN U-BLOCKS SHALL BE CONTINUOUS WITH LAPS AS REQUIRED.VERTICAL REINFORCING SHALL END IN STANDARD 90 DEGREE BEND

9. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIAMETERS MINIMUM WHERELAPPED AT BEAM CORNERS AND SHALL BE EITHER SEPARATED BY ONE BARDIAMETER OR WIRED TOGETHER. ALL OTHER CONDITIONS TO BE PER A.C.I.318-02 AND CRSI MANUAL "REINFORCING BAR SPLICES". A.C.I. 530.1-95

10. MINIMUM JOINT REINFORCING IS 2-W1.7 WIRES @ 16" O.C.

MASONRY:

BRICK VENEER SHALL NOT EXCEED 5" TOTAL WIDTH AND SHALL BE LIMITED TO 2STORY ABOVE GRADE. PROVIDE A MINIMUM 1" AIR SPACE BETWEEN VENEER ANDFELTED SHEATHING BOARD. MINIMUM STEEL ANGLE LINTEL SHALL BE AS LISTED INTABLE BELOW WITH A MIN. BEARING LENGHT OF 4". VENEER TIES SHALL BE SHEETMETAL MIN. 22 GAGE BY 7/8" CORRUGATED SPACED 24" O.C. HORIZ. TIE SHALL NOTSUPPORT MORE THAN 3 1/4 SQUARE FEET OF WALL AREA. ADDITIONAL TIES SHALLBE PROVIDED AROUND OPENINGS GREATER THAN 16" IN ANY DIRECTION. TIESABOUT OPENINGS SHALL BE SPACED NO MORE THAN 3 FEET ON CENTER ANDWITHIN 12" OF THE OPENING.

ALLOWABLE SPANS FOR LINTELS SUPPORTINGMASONRY VENEER:

SIZE OF STEELANGLE (inches) NO STORY ABOVE ONE STORY ABOVE TWO STORIES ABOVE

3 X 3 X 1/4

4 X 3 X 1/4

6 X 3 1/2 X 1/4(2) 6x3 1/2x1/4 20'-0"

14'-0"

8'-0"

6'-0" 3'-6"

5'-0"

8'-0"

11'-0" 5'-0"

3'-6"

3'-0"

3'-0"

BRICK VENEER NOTES:

ADJACENT NAILS ARE DRIVEN FROM OPPOSITESIDES OF THE COLUMN

ALL NAILS ARE TO PENETRATE AT LEAST 3/4 OFTHICKNESS OF LAST PENETRATION

WHEN ONE ROW OF NAILS ARE REQUIRED,ADJACENT NAILS SHALL BE STAGGERED.

WHEN THREE OR MORE LONGITUDINAL ROWSOF NAILS ARE USED, NAILS IN ADJACENT ROWSSHALL BE STAGGERED

WHEN BORED HOLES ARE DESIRED TO PREVENTSPLITING OF WOOD, THE DIAMETER OF THEBORED HOLE SHALL NOT EXCEED 75% OF NAILDIA. FOR SOUTHERN PINE

GENERAL NOTES

STUD PACK NAILING:

(2) OR (3) 2x4OR 2x6 STUDS.

DBL OR TRIPLE STUDS

12"

10d NAILS AT 12"O.C.STAGGERED (BOTHSIDES) FOR ENTIRELENGTH. MAX 6"FROM ENDS.

18" (4 OR 5)2x4 OR2x6 STUDS.

#10 x5"LONG WOODSCREWS AT 18"O.C.STAGGERED FORENTIRE LENGTH.MAX 6" FROM ENDS.

6"12"18"

18"

6"

6"

12"

12"

12"

12"

12"

12"

12"6"

6"

6"

18"

18"

18"

18"

9"

9"

9"

9"

4 OR 5 STUDS

UNO = UNLESS NOTED OTHERWISETYP = TYPICALT.S. = TUBULAR STEELT.O. = TOP OFB.O. = BOTTOM OFE.W. = EACH WAYMIN. = MININUMO.H. = OVERHANGW = WIDTHD = DEPTHGT = GIRDER TRUSSFGT = FLOOR GIRDER TRUSSFTG = FOOTINGOWT = OPEN WEB TRUSSPT = PRESSURE TREATEDFLR = FLOOR

O.C. = ON CENTERSYP = SOUTHERN YELLOW PINECONT = CONTINUOUSVERT = VERTICALW/ = WITHBTM / BOT = BOTTOM

ABBREVIATIONS LEGEND:

1. ALL STEEL SHALL BE A-36 (OR A992 AT CONTRACTOR'S OPTION) PER AISC. ALLSTEEL SHALL BE GALVANIZED THAT WILL BE EXPOSED TO THE ENVIRONMENT,AND PAINTED PER AISC GUIDELINES ON OTHER APPLICATIONS.

2. ALL ANGLES AND PLATES ARE TO BE A36.

3. ALL BOLTS OR LAG SCREWS USED SHALL BE GR A307.

4. ALL WELDING SHALL BE PER AWS GUIDELINES. ONLY AN AWS CERTIFIEDWELDER SHALL BE USED.

5. ALL SIMPSON FASTENERS FOR ACQ TREATED LUMBER SHALL BE SIMPSON"ZMAX" OR "HDG" (HOT DIP GALVANIZED.) THESE CONNECTORS REQUIRE FASTENERS GALVANIZED PER ASTM A153.

6. WHEN INSTALLING STAINLESS STEEL CONNECTORS, ONLY STAINLESS STEELFASTENERS SHALL BE USED (A304 OR A316 ONLY.)

7. CONNECTORS ATTACHED TO WOOD WITH TREATMENT RETENTION LEVELSGREATER THAN 0.40 PCF FOR ACQ, 0.41 PCF FOR CBA-A OR 0.21 PCF FOR CA-B(GROUND CONTACT RATED) ARE REQUIRED TO BE TYPE 304 OR 316STAINLESS STEEL. PROVIDE STAINLESS FASTENERS WHEN USING STAINLESSCONNECTORS.

STRUCTURAL STEEL NOTES:

6'-0"

(TYP.)

6'-0"

(TYP.)

ZONE 4 (WALL)

ZONE 5 (WALL)

COMPONENTS / CLADDING WINDOW & DOOR PRESSURES10

OPENING AREA, FT² (+) PSF (-) PSF ZONE

35.3 38.2 420 33.7 36.7 450 31.6 34.6 4

100 30.0 33.0 4500 26.3 29.3 4

10

OPENING AREA, FT² (+) PSF (-) PSF ZONE

47.2 520 44.050 39.8

100 36.7500 29.3

5555

CODE EDITION: 2015 INTERNATIONAL BUILDING CODE

BUILDING DESIGN AS: ENCLOSED

BASIC WIND SPEED: 150 MPH (ULTIMATE) - PER ASCE 7-10

WIND IMPORTANCE FACTOR: 1.0

INTERNAL PRESSURE COEFF.: ±0.18

DEAD LOADS: ACTUAL SELF WEIGHT

ROOF LIVE LOADS: 20 PSF

ATTIC LIVE LOADS: 20 PSF

FRAME FLOOR LIVE LOAD 40 PSF

GROUND SNOW LOAD 5 PSF

a= 6'-0"

a: EDGE STRIP DEFINED AS THE LESSER OF 10% OF LEAST HORIZONTAL DIMENSIONOF BUILDING OR 40% OF HEIGHT 'H' BUT NOT LESS THAN 4% OF LEAST HORIZONTALDIMENSION OF BUILDING AND AT LEAST 3 FT.

WIND EXPOSURE: "B" - PER ASCE 7-10

AVERAGE MEAN ROOF HEIGHT: LESS THAN 30 FEET

IMPACT PROTECTION: SHUTTERS OR IMPACT

SEISMIC DESIGN CATEGORY D

SITE CLASS DSDs = 1.11SDi = 0.47

ALLOWABLE SOIL PRESSURE 2000 PSF

1. WOOD TRUSSES SHALL BE MANUFACTURED TO THE SIZE AND SHAPE ASINDICATED ON THE DRAWINGS.

2. LIMIT FLOOR TRUSS DEFLECTION TO L/480.

DESIGN PARAMETERS:

35.333.731.630.026.3

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ALL DESIGN, DRAWINGS, AND SPECIFICATIONS SHOWN AREPROPERTY OF HENSLEY & GOERLING CONSULTING

ENGINEERS, LLC. ANY UNAUTHORIZED ATTEMPT TOREPRODUCE OR DUPLICATE IS SUBJECT TO LEGAL

PROSECUTION. THESE PLANS SHALL NOT BE USED FORCONSTRUCTION PURPOSES WITHOUT THE WRITTENAPPROVAL OF HENSLEY & GOERLING CONSULTING

ENGINEERS, LLC.

PO Box 2503Summerville, SC 29485HGCEng.com

843-696-2869 - JDG843-437-1390 - DWH

HENSLEY & GOERLINGCONSULTING ENGINEERS, LLC

PROJECT # :

MAY 2, 2018

17-172

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1 ELECTRICAL PLAN1/8" = 1' - 0"

E101

J JUNCTION BOX OR PULL BOX

DUPLEX RECEPTACLE. "G" INDICATES GROUND FAULTRECEPTACLE. "WP" INDICATES WEATHERPROOFRECEPTACLE. "AC" INDICATES MOUNTED ABOVE COUNTER."U" INDICATES USB TYPE RECEPTACLE.

ELECTRICAL LEGEND

TYPICAL WIRE AND CONDUIT CALLOUT. G-GROUND4#12,1#12G,1"CND

ELECTRICAL ABBREVIATIONSSINGLE-PHASE1PH

THREE-PHASE3PH

AMPA

ABOVE FINISHED CEILINGAFC

ABOVE FINISHED FLOORAFF

AIR HANDLER UNITAHU

BELOW FINISHED CEILINGBFC

BELOW FINISHED FLOORBFF

COMMUNITY ANTENNA TELEVISIONCATV

CEILING MOUNTEDCLG

CONDUITCND

ENCLOSED CIRCUIT BREAKERECB

EXISTING(E)

FIRE ALARM CONTROL PANELFACP

GROUND FAULT CIRCUIT INTERRUPTERG

JUNCTION BOXJ-BOX

MAIN CIRCUIT BREAKERMCB

MAIN LUGS ONLYMLO

MOUNTEDMTD

NON-FUSIBLE DISCONNECT SWITCHNFDS

NOT TO SCALENTS

POLEP

PHASEPH

PANELPNL

POWERPWR

ROOF TOP UNITRTU

SHORT CIRCUIT CURRENT RATINGSCCR

SMOKE DETECTORSD

UNLESS NOTED OTHERWISEUNO

VARIABLE FREQUENCY DRIVEVFD

WATER HEATERWH

TRANSFORMERXFMR

NATIONAL ELECTRICAL MANUFACTURER ASSOCIATIONNEMA

AUTHORITY HAVING JURISDICTIONAHJ

PHOTO CELL AND/OR TIME CLOCKPC/TC

NIGHT LIGHT - LIGHT TO REMAIN ON 24 HOURSNL

GENERAL CONTRACTORGC

ABOVE FINISHED GRADEAFG

KITCHEN EXHAUST FANKEF

MAKE-UP AIR UNITMAU

HEAT PUMPHP

USBU

ELECTRICAL GENERAL NOTES & SPECIFICATIONSA. ALL RECEPTACLE OUTLETS SHALL BE 20 AMP, COMMERCIAL GRADE, 125 VAC, 2-POLES, 3-WIRE, DUPLEX,

NEMA 5-20R TYPE, COLOR BY ARCHITECT/GC.

B. THE CONTRACTOR SHALL COORDINATE ALL REQUIRED SHUTDOWNS ON EXISTING UTILITIES WITH UTILITYCOMPANY.

C. ALL WORK SHALL COMPLY WITH THE LATEST ADOPTED EDITION OF THE NEC, NFPA, IBC, AND ANYAPPLICABLE LOCAL ORDINANCE.

D. ALL WIRING SHALL BE IN CONDUIT. MINIMUM CONDUIT SIZE SHALL BE 1/2"CND. MC CABLE IS ALLOWED ASPER NEC CODE AND AHJ. MINIMUM CONDUCTOR SIZE SHALL BE #12 AWG. ALL CIRCUITS SHALL BEPROVIDED WITH AN INDIVIDUAL NEUTRAL AND GROUNDING CONDUCTOR WITH THE PHASE CONDUCTOR.

E. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC IN NATURE. BEFORE STARTING THE WORK THECONTRACTOR SHALL REVIEW ALL OTHER DISCIPLINE's DRAWINGS AND VERIFY FIELD CONDITIONS ANDSHALL MAKE ANY MINOR ADJUSTMENTS REQUIRED. ANY MAJOR DISCREPANCIES FOUND SHALL BEBROUGHT TO THE ATTENTION OF THE CONTRACTOR.

F. ALL CONDUITS USED FOR POWER AND TELECOMMUNICATION SYSTEMS SHALL BE EMT WITHCOMPRESSION TYPE FITTINGS AND BODIES. SUPPORT ALL CONDUITS WITH ZINC COATED CONDUITSTRAPS AND P-1000 UNI-STRUT CHANNELS.

G. ALL CONDUCTORS #10 & SMALLER SHALL BE SOLID COPPER; CONDUCTORS #8 & LARGER SHALL BESTRANDED COPPER. UNLESS NOTED OTHERWISE, CONDUCTORS INSULATION SHALL BE DUAL RATED ATTHHN/THWN.

H. ALL DEVICES, EQUIPMENT MATERIAL AND LABOR SHALL BE PROVIDED BY THE CONTRACTOR UNLESSNOTED OTHERWISE.

I. ALL ELECTRICAL EQUIPMENT AND DEVICES SHALL BE MOUNTED AS PER EQUIPMENT AND DEVICEMANUFACTURER RECOMMENDATIONS.

J. CONTRACTOR SHALL PROVIDE SUBMITTALS TO GC/ARCHITECT FOR REVIEW AND APPROVAL OF ALLELECTRICAL EQUIPMENT AND DEVICES DESCRIBED IN THE DRAWINGS. SUBMITTALS SHALL INCLUDE CUTSHEETS, DIMENSIONS, WIRING DIAGRAMS, ACCESSORIES, OPERATION MANUALS, AND ALL NECESSARYINFORMATION FOR REVIEWER TO MAKE A SOUND EVALUATION.

K. PROVIDE STARTUP OF ALL ELECTRICAL SYSTEMS AND COORDINATE WITH GC FOR STARTUP WITNESSING.

L. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A COMPLETE SET OF RECORD DRAWINGS TO THEOWNER AT THE END OF THE CONSTRUCTION.

M. ALL MATERIALS AND EQUIPMENT TO BE INSTALLED SHALL BE NEW AND FREE OF DEFECTS. ALLELECTRICAL EQUIPMENT SHALL COMPLY WITH NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION(NEMA) STANDARDS AND SHALL BE UL LABELED. ALL ELECTRICAL EQUIPMENT AND MATERIALS SHALL BEINSTALLED IN A WORKMANLIKE MANNER.

N. CONTRACTOR SHALL PROVIDE ALL NECESSARY ELECTRICAL EQUIPMENT BRACING TO COMPLY WITH THECURRENT SEISMIC.

O. COORDINATE ALL REQUIRED FINAL CONNECTIONS TO MECHANICAL HVAC, APPLIANCES, AND EQUIPMENTWITH VENDOR SHOP DRAWINGS.

P. ALL TELECOMMUNICATIONS OUTLETS SHALL HAVE 3/4" CONDUIT STUBBED UP TO ACCESSIBLE CEILINGWITH PULL STRINGS.

Q. COORDINATE COLOR AND FINISHES WITH OWNER/GC/ARCHITECT. (BEST MATCH TO EXISTING VET SPACE)

R. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATION LIGHTING FIXTURES.

S. COORDINATE FINAL EQUIPMENT/FIXTURE LOCATIONS WITH THE GENERAL CONTRACTOR. THE LOCATIONAS INDICATED ON THE DRAWING IS APPROXIMATE. INSTALL ALL MECHANICAL EQUIPMENT SUCH THATMANUFACTURER'S MAINTENANCE AREA IS CLEAR.

T. COORDINATE ALL ELECTRICAL WORK & EQUIPMENT WITH STRUCTURAL MEMBERS, ELECTRICAL WORK,FIXTURES AND ALL OTHER TRADES.

U. THIS FACILITY SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (ADA) ACCESSIBILITYGUIDELINES FOR BUILDINGS AND FACILITIES.

V. ALL EQUIPMENT, DEVICES AND FIXTURES SPECIFIED ARE PERFORMANCE BASED. EQUALS ARE ALLOWEDAS LONG AS THEY MEET THE PERFORMANCE REQUIREMENTS OF THE SPECIFIED EQUIPMENT, DEVICESAND FIXTURE SCHEDULES.

W. CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID SUBMISSION TO FAMILIARIZE HIMSELF WITH EXISTINGCONDITIONS. THE CONTRACTOR SHALL MAKE ADJUSTMENTS IN ROUTING AND LOCATION AND,IFNECESSARY, IN SIZE, IN ORDER TO ACHIEVE THE SPECIFIED PERFORMANCE WITHOUT INCURRINGADDITIONS TO THE CONTRACT. WHERE EXISTING CONDITIONS DIFFER SIGNIFICANTLY ENOUGH TO AFFECTPRICING, THE CONTRACTOR SHALL NOTIFY THE BUILDING OWNER/MANAGER PRIOR TO BID SUBMISSIONFOR A RESOLUTION. NO ALLOWANCE WILL BE MADE FOR LACK OF KNOWLEDGE OF EXISTING CONDITIONS.

1. MOUNT JUNCTION BOX ABOVE WINDOW FOR OWNER SUPPLIED LIGHT FIXTURE.CONNECT TO EXISTING CIRCUIT. COORDINATE EXACT REQUIREMENTS AND FINALLOCATION WITH ARCHITECT/OWNER PRIOR TO INSTALLATION.

2. MOUNT JUNCTION BOX ABOVE DOOR FOR OWNER SUPPLIED LIGHT FIXTURE.CONNECT TO EXISTING CIRCUIT. COORDINATE EXACT REQUIREMENTS AND FINALLOCATION WITH ARCHITECT/OWNER PRIOR TO INSTALLATION.

3. MOUNT JUNCTION BOX NEXT TO ROLL-UP DOOR FOR OWNER SUPPLIED LIGHTFIXTURE. CONNECT TO EXISTING CIRCUIT. COORDINATE EXACT REQUIREMENTS ANDFINAL LOCATION WITH ARCHITECT/OWNER PRIOR TO INSTALLATION.

4. CONNECT RECEPTACLE TO EXISTING CIRCUIT. COORDINATE EXACT REQUIREMENTSAND FINAL LOCATION WITH ARCHTECT/OWNER PRIOR TO INSTALLATION.

A. COORDINATE FINAL LOCATIONS OF WIRING DEVICES, AND JUNCTION BOXES WITHARCHITECT/OWNER PRIOR TO INSTALLATION.

GENERAL DRAWING NOTES

DRAWING NOTES #

1 1 1

2

2

2

3

3

4