Contact Information: 1607 Woodhue Ave.

Santa Rosa, CA 95403(707) 528-6800, Email: glharch@comcast.nethttp://glharch.home.comcast.net more photos here

Graduate:Bachelor of Architecture, 1968University of California, College of Environmental Design

Apprenticeship:● Robert E. McKee, General Contractor, 1968-1970

Project: Laney College, Oakland, CA, S.O.M. designClerk of the Works, assist the superintendant, maintain critical path schedule,estimate daily concrete pours, carry out the punch list

● Omniform International, Architects, Hartford, CT, 1970-1971 Operation Breakthrough Industrialized Housing Consortium, HUD,

cost estimator

● Russell Gibson von Dohlen, Architects, Hartford, Conn., 1971-1973research architect, cost estimator, code compliance, public agency liaison.

Project Architect: ● Easter Seal Campus● Bloomfield Academy Swimming Pool ● Groton Ice Hockey Rink

Licensure:● Registered Architect, Connecticut, 1972● Registered Architect, California, 1973 (current, C7569)● Licensed General Contractor, California, 1978● Registered Architect, Colorado, 1996● Residential Building Contractor, LaPlata Co., CO, 1996

Private Practice, 1973-present: Menlo Park, CA Durango, CO Santa Rosa, CA

ABOUT ME, Gary L. Holmes, Architect

http://houzz.com/pro/garyholmes

While client satisfaction is job no.1, what our built environmentreally needs is more art. And art is when you can see the artist's soul thinking, not the draftsman's mind copying.

Awards: Bentley and Bentley Office Bldg., Best Small Commercial, Fremont, CA Grove St. Solar Housing, City Merit Award, Menlo Park, CA

Author:A Practical Guide to the Structural Requirements of the 2007 California Building Code

(current, B350314)

509'-9"

519'-4"

E

W

E

519'-4"

509'-9"

10 of 15

July 8, 2005

1/4" = 1'-0"

SECTION2

SECTION1

Textu red A cryl ic Finishin g S yst emfo r ICF wal ls, l ap wa terp roo fin g a ppl iedto be low grade se ctio n b elo w.

1 f t. o f na tural soil for surfacedra ina ge ca p

wate rproof ing me mb ran e f or I CF wa lls(non -pe tro leu m b ase d)

crushed ro ck b ackfill

o ver foo ter

po siti ve slop ed pe rforate d fn dtn . d rain pi peslo pe fro m cent er o f h ouse e ast & westto daylig ht o utf all

st em wa ll stee l co nti nue d i ntoto p o f fo ote r h eel , se e sche dul e

Co mp osi te Form Deckw/ 4âû " conc. to ppi ng

Qu arry til e o verwa terp roo f m em bra ne

Fi ber cem en t b oard w ithth in coat stu cco to ma tch

W8x31 bea m, see 2/ 10

Co nt. ve nt strip

W

2 4" w. x 12 " d .I CF wa ll fo oti ng w/4 -#5 co nt. ho rz.

8 " x 2 4" tie bm . w / 3-#5

4 " S .O. G. w/ # 3 @ 1 8" o.c.

e a. dir. , 4" ba serock, 10 m ilvap or b arr ier, 1" san d

91/4"

Two Story Wall SectionScale: 1/2" = 1'-0"

1

10

BASEBOARD

#3 HORZ.

#5 VERT. @ 36" O.C.

VENTED SOFFIT-TYPICAL

R-30 ROOF INSULATION

WINDOW UNIT

FINISH GRADE

WOOD FASCIA

BOLTS CAST INTO POLYSTEEL WALL,5/8" x 10" @ 6' o.c.

2"X 8"P.T. TOP PLATE W/EMBED ANCHOR

4" CONC. SLAB

CLEAN, COMP., FILL

8" (11") POLYSTEEL FORMS

2"X P.T. LEDGER W/ANCHOR BOLTS CASTINTO POLYSTEEL WALL

9 1/2" TJI 21OIN ITT2.1/9.5 HANGERS

SCREWED TO GALV'

1/2" GYP. BOARD-TYPICAL

METAL FURRING STRIPS

PROVIDE FOUNDATIONWATERPROOFING AND DRAINAGESYSTEM PER LOCAL CODE REQUIREMENTS

SECOND FLOOR

SECOND FLOOR

2' X 2' CONT. FNDTN.W/ 3-#4 HORZ.

Beam Pocket With Steel BeamS ca le: 3 /4 " = 1 '- 0"

2

10

POLYSTEEL FORM S

HORIZONTAL REBAR

W-STEEL BEAM TO BEAR ON STEELANCHOR PLATE CAST INTO WALL

BEAM POCKET FORM ED IN POLSTEELWALL

NON SHRINK GROUT AS REQUIRED

#4 REBAR X 36" HORIZONTAL

VERTICAL REBAR

W-STEEL BEAM BEARING ONPOLYSTEEL WALL, MIN 4"END BEARING

POLYSTEEL FORMS FILLED WITH 3000PSI CONCRETE

NON-SHRINK GROUT @ STEEL BEAMS

HOG OUT FORM BELOW ANCHOR

PLATE FOR 36" WIDTH

W-STEEL BEAM TO BEAR ON STEELANCHOR PLATE CAST INTO WALL

VERTICAL REBAR

ELEVATION NTS

#4 REBAR X 36"

HORIZONTAL

2'-0 " 11" 1 '-0"

2'-6 " 11" 1 '-6"

a t so uth ho use wa ll a nd ea st a nd no rthg ara ge reta ini ng wal l

a t e ast and west hou se ret ain ing wa lls

# 6 @ 12 " o .c. at sout h h ouse wall an d e asta nd north g ara ge ret ain ing wa ll

a nd north g ara ge ret ain ing wa ll# 6 d owe l @ 1 2" o .c. at sou th h ou se wal l an d e ast

# 5 @ 1 2" o .c. at e ast an d west ho use re tain ing walls

#5 dowel @ 12" o.c. at ea st a nd we st h ou se reta inin g wal ls

4" S .O.G. w/ #3 @ 18" o.c. ea . d ir.

#3 @ 2 4" o.c. ho rz. at a ll reta inin g wal ls

RETAINING WALL FOOTING

# 4 @ 12 " o .c. on bot t. a nd 5-# 4co nt. ho rz.

1 -RBC pe r ba y

P.E .N . (1 0d @ 6 " o .c.)

2X 8 P .T. w/ 5/8 " î A .B . @ 6' o.c.J m ol din g @ st ucco/fa sci a in tersection

Te xtu red Acrylic Fi nish S yste m to f ibe r ce me nt soff it su bstrat e

o ne leg off 3" con t. vent stri p

P.E .N .

4" und erslab su bdrain s

8 " ICF waff le g rid wa ll, see 1/7

#6 vert. @ 1 2" o .c.

#3 horz. @ 1 6" o .c.

30 00 psi co nc. an d 6 0 ksi st eel

6" ICF wa ffle gr id wall , se e 1 /7

#5 vert. a t ea . side of opn gs.

#5 vert. @ 2 4" o .c. in f ield

#3 ho rz. @1 6" o.c.

25 00 psi con c. a nd 60 ksi ste el

wrapp ed in filte r fa bri c

Not e, t he top 3' o f soil not rem oved by gra din g h ere sho wn , e xten din gt o 5 ' ou tsid e t he hou se pe rim ete r, is su bje ct to re mo vala nd rep lacem en t by co mp acte d e ng ine ere d fi ll, whe re con stru ctio n w ill bep laced on thi s m ate rial , an d b y com pacted na tural f ill o utside of con stru cti on lim its.

6 " ICF p ati o walls, se e 1 /6

stucco fin. & t op

I CF wa terp roo fin g m em bra ne

gra vel ba ckfi ll

perfora ted drain

+4' f rom wa lk

114

F.F.

F.F.

F.F.

F.F.

6" ICF walls

8" ICF wallssee, 1/7

OR ICFVL

E xt. fini sh sha ll b e sim. to Dryvit I CF Fin ish Syste m,a Te xtu red 10 0% Acrylic. I nsta ll p er all ma nuf act ure rspecificatio ns, includ ing m esh rei nfo rce d b ase co at,p olyeth ylen e f lashin g @ op en ing s, a nd texture d f inish coat .

gap rf. she ath ing 1" ea . si de of r idg e b oard (3 âû " to tal)

see sht. 15 for co nt. ridg e vent de tail

L SS U2 10

rev:9/21/2006

# 5 vert. @ 36" o.c.

#3 horz. @ 1 6" o .c.

# 5 vert. @ 24" o.c.

#3 ho rz. @ 1 6" o.c.

2-# 6 h orz. & #3 sti rrup s @ 1 2" o .c.

1-# 6 h orz., # 3 stirru ps@ 12 " o. c.

9â û" LV L le dg er

ICFV L @ 4 8" o.c. typ .

typ.

Note , a ll S OG ed ges are in sul ate db y th e I CF wa ll

Not e, a ll roof sh eat hin g in clu desRad ian t Rarr ier foil lam in atio n

17

RBC @ EA. FRIEZE BLK.

P rot ect o Wrap JS 14 0/6 0 o r e qua l.

R idg e b m. is 3 âû x 9 âû PS L w / 2 x12 na iledto ea . si de w/ 2 ro ws 16 d @ 12 " o .c. to rece iveP .E. N. o f 1 0d @ 6" o .c. Dri ll 2 x 1 2 w / 2 -2" îp er b ay for ven t.

D rill 2-2 " î h ole s p er b ayfo r ve nt, typ .

+8ê

+8ê

de ep en hou se fnd tn. wh erein tersect s w / tie bm .

w / 2 4" lap

# 6 d owels at 4 co rne rs o f colu mn s,w / 2 4" l ap, 14 " em be dm nt. & 9 " h ooks

6-#5 @ top , 6-#5 ea. dir . at bo ttom

hou se fnd tn. beyon d

colm . f ndt n. b eyond

e xte nd tie bm .reba r in to padf tg. 24"

DECK COLUMN FOOTING

10 -#6 ve rt.

#3 st irru ps @ 1 2" o.c.

18" sq.

S ECTION A-A

A A

pro tect w/ fib erb oard d urin g b ackfill

d rywall ce ilin g a t va ulte droof s sh all be 1/2 " ceili ngS he etrock pa nel s typ., tap e,t ext ure an d p ain t.

11/ 27/ 09

11/27/2009

Conclusion:Strengths:● Design, 35 years of award winning Architecture.● Computer skills, in addition to CADD, Microsoft Office , Adobe CS, mySQL database, and Flash video conferencing.

● Construction, and Cost Estimating through an understanding of construction procedures, events and costs.

● Engineering; while architectural design is the flesh, structural design is the bones; and the experience is most satisfying when involved in both.

● Stand up presentations including Design Reviews, client presentations and new business development.

Hobbies & Interests:● Skiing and Tennis● Video conferencing● GolfBallArt, use the online 3D viewer

CADD: 3D rendering and 2D working drawings with Revit Architecture 2013, and DataCAD 11.

Here's an avi video for macs