HomeMy WebLinkAbout801 Escambia Dr 18-2051- GARAGE ADDITIONCYC'f OF 4A�!
'�' Building & .Fire Prevention Division
Al �t
VFORDt'
�� .PER !T A '
'' �. _ � M PYL KATION
l FIRE UEPAK MEN'r Application No:
U� I P Y
I n�� Documentetl Construction Value:
Job Address: 801 Escambia Drive, Sanford, FL 32771 Historic District: Yes[ -]Now]
Parcel ID: 31-19-31-508-1900-0010 Residential Commercial
'rype of Work: Newa Addition[] Alteration Repair E] Demo Change of Use[] Movc
Description of Work: Two -car detached garage with Carport
Plan Review Contact Person: Kevin R. Cooper
Phone:
Fax:
:s
Title:
Email:trinkc0201 @gmail.com
Property Owner Information
Name Kevin R. Cooper& Tracey Rumbelow -Cooper Phone: 321.662.2425
Street: 801 Escambia Drive
City, State Zip: Sanford, FL 32771
Name Self
Street: 801 Escambia Drive
City, State Zip: Sanford, FL 32771
Name: Jeffrey Rogus
Street: 141 Walnut Crest Run
City, St, Zip: Sanford, FL 32771
Bonding Company: N/A
Address:
Resident of property? : Yes
Contractor Information
Phone:
Fax:
321.662.2425
State License No.:
Architect/Engineer Information
Phone: 512.296.3952
Fax:
F -mail: jeff.rogus@gmail.com
Mortgage Lender: Wells Fargo Home Mortgage
Address: P.O. Box 10335.
Des Moines, IA 50306-0335
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CONINIENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCENIENT NIUST BE
RECORDED AND POS'T'ED ON TIIE JOB SI'Z'E BEFORE THE FIRST INSPEC'T'ION. I YOU INTEND TO OBTAIN
FINANCING, CONSULT WITII YOUR LENDER OR AN A'TT'ORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc. 11
FITC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6`1 Editiou (2017) Florida Building Code.
Revised: January 1, 2018 Pennit Applicatiou
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LIST OF DRAWINGS: 1— (00)
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CVR COVER SHEET
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SURVEYING
SS1.1 SITE SURVEYS
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ARCHITECTURAL
A1.1 FLOOR PLANS a
A2.1 DOOR SCHEDULE, DOOR FRAME -
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ELEVATIONS & DETAILS
STRUCTURAL ' N W
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S1.1 FOUNDATION PLAN < o z
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ELECTRICAL ENGINEERING U) w w
E1.1 ELECTRICAL FLOOR PLANS - POWER
Grand total: 6
THE DESIGN PROFESSIONAL DENIES
ANY AND ALL RESPONSIBILITY AND
LIABIL
ARISE FROM FATY FOR ILURE EFOLLOW
AW
A1W IM THESE PLANS, SPECIFICATIONS AND
AW THE DESIGN INTENT THEY CONVEY, OR
PROBLEMS WHICH ARISE FROM
OTHERS' FAILURE TO OBTAIN AND/ OR
FOLLOW THE DESIGN PROFESSIONAL'S
GUIDANCE WITH RESPECT TO ANY
ERRORS, OMISSIONS,
INCONSISTENCIES, AMBIGUITIES OR
CONFLICTS WHICH ARE ALLEGED.
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JEFFREY E. BOGUS
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ABBREVI.A.—FIONS. VICINITY MAID PROJECT— �,
A.F.F -ABOVE FINISH FLOOR MET. -METAL REVIEWED FOR GORE C;UMPLIANC�
ALT. - ALTERNATE MG. - MANUFACTURING };....+vEligi+k.,+a" s ;�a`»ir'.�.,.�xx`„ift .�,...:,,ka•a;z`:W'': { i.,.; tt'.:'>, r,ata�,��s t � r ar tr t�,,+x,F,„'.:i'f",:g ,a �+,,,s .x, ,.rv�t.,'r` , , - b.�, -r::,,t„I..i,.v, { �f rv€a�'te ro.,,&.,a,K,-;;;s &� , tas , ,rs rs t , fi.,,. , �,, .,, aFta,t. " :e's ��` r., i;��ti: 7 r A -..G , •s. ,; �2, . s r�r r,k^ � ". ,a':,.,tc r`,�a� , xp „''?<';. ,{,.,- � ,x",`'-:.:.� 'Fs;r,•W?,g t
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INFORMATION:
p11N5 ZEXAMINER
PROJECT DESCRIPTION: NUMBER OF STORIES: 1ALUM. ALUMINUM MFG. -MANUFACTURER ' ARCH. ARCHITECTURAL MIN. MINIMUM DATENEW GARAGE STRUCTURE t)dd
A.C.T. ACOUSTICAL TILE CEILING MISC. MISCELLANEOUS
-ASPHALTO JURISDICTION: HEIGHT OF BUILDING:
ASPH. N.I.C. NOT IN CONTRACT (AVERAGE HEIGHT FROM FINISH FLOOR)B.F. BOTTOM FACE N.T.S. NOT TO GALE OLLC
PV ,
BSMT. -BASEMENT NO., # -NUMBER
F t.., ,.-rs• s Q
, ; j. �� CITY OF SANFORD ALLOWABLE: 4U-0 SANFORD -
B.M. - BENCH MARK O.C. - ON CENTER ter' n „r^# BUILDIN . DIVISION
A]
,<a s; , x1 cuU°xs.tS'hP+^-'., ?"p". P , .?Y
rr1� BUILDING DEPARTMENT
BLDG. -BUILDING O.D. - OUTSIDE DIAMETERG*, ACTUAL. 14'-10 A PERMIT ISSUED O
.'.. SHALL BE CONSTRUED TO BE A
BLK. -BLOCK P. -PLATE
z: 300 NORTH PARK AVE
LICENSE TO PROCEED WITHTHE WORK AN
BRG. - BEARING PLAS. - PLASTIC °` r�''' 3g" "D AUTHORITY') DNOTAS Q
o Snm YR ti ,. K,, ..9-
U VIOLATE, CANCEL, ALTER OR SET
C.B. - CATCH BASIN P. LAM. - PLASTIC LAMINATE � � � �� SANFORD FL 32771 ASIDE ANY OF THE PROVISIONS F z
f?�"; , 3a 1 r `. •:'' i;''.: U THE
CONTROL JOINT PLYWD. - PLYWOOD BUILDING AREA: CODES, NUR SHALL ISSUANCE Q
�„ ,w..F.�,e E I y JCE OF A PERMIT PREVENT
CH.B. - CHALK BOARD PTU. -PAINTED r €r , x. �t (» ,;,,, r:1li:..: < THE BUILDING OFFICIAL FROM OM THEREAFTER
t ,sc: G=ai r�i-itiJrl t "! �`� a, E P 1 ..� sat , . i• -�' $
r } ALLOWABLE: 5000 REQUIRING A CORRECTION OF ERR
CEILING RAD.;R - RADIUS' as$� z „ i , 4W �';" APPLICABLE CODES: ORS IN PLANS
� CONSTRUCTION CLOS., CL. - CLOSET R.D. - ROOF DRAIN CION OR VIOLATION c•c•
ACTUAL. 1144
S OF THIS CODE THIS DRAWING HAS BEEN I��UED.
CLR. -CLEAR REINF. -REINFORCING DESIGN CODES/EDITIONS
¢ �;-'',� 1;j; rtes airf,$c•
EJ® FOR REVIEW ONLY FBC: RESIDENTAL - 20176TH EDITION COLUMN REQ'D. REQUIREDCOL. RS. COMPOSITION RISERa �FOR PE
RMITTING ONLY
CONC. CONCRETE RM. -ROOM
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❑
E. .,<..�~.u
H EDITION
❑ SCHEMATIC DESIGNPLUMBING:
„ t ` 20176
CONST. CONSTRUCTION R.O. ROUGH OPENINGS , " DESIGN DEVELOPMEN
rgCONCRETE MASONRY RBT. TION20176THEDI
,rf. % !11! C.M.U. :�MECHANICAL
-SCHEDULE
1§�r
'coNSTRuc;noN DOCUMENTSUNIT SCHED. ELECTRICAL: 2017 6TH EDITION
C.T. CERAMIC TILE S.C.WD. SOLID CORE WOOD
'gla, +�C°� ''$ 't..w tw'.�§�..at,.F` >�'..':..,ia$T `•t�'r �,§, , ,�'y�r-, s 3DTZ. DETAIL SECT. SECTION g, �F', �3 :'a.,,,t.•$y.+'.�:S �V��a3du.gJrf,e�p�Ps � , "�'r„ rS I '�<
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OCCUPANCY:U.S. - DOWNSPOUT STD. -STANDARD
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ELEV. ELEVATION T.B. TACK BOARD
EXIST. - EXISTING T'HOLD -THRESHOLD
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F.E. - FIRE EXTINGUISHER T.F. -TOP FACE MATERIALS LEGEND, ar Drawn By: JER
�� Reviewed By: JER
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Q FTG. -FOOTING V. -VENT STACK �:� I EIFS AS NOTED , Comm. NO. 18001
o GALV. - GALVANIZED IRON VOL. - VOLUME
O G.A. -GAUGE V.T. - VINYL TILE
— GYP. - GYPSUM VERT. - VERTICAL_ _ Revisions:
o H.B. - HOSE BIB WSCT. - WAINSCOT BRICK �Al � f I=�=� SOIL IN SECTION — PLYWOOD
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oo LAV. LAVATORY FABRIC ;` `�/\__ NO.
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ROUTE NEW 1/2" WATER LIP
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FINAL ROUTING IN FIELD, S-
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PROVIDE 4" PVC PIPE FOR
FUTURE SANITARY CONNEC
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4 A1.1
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4'-4" I. 4'-0"
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FIRST FLOOR PLAN A1.1
SCALE: 1/4" = V-0"
GENERAL NOTES
1, ALL DIMENSIONS ARE TO FACE OF CONC. BLOCK,
CONC, PANEL, OR FACE OF STUD,
UNLESS OTHERWISE NOTED. "CLEAR" DENOTES FINISH
TO FINISH DIMENSIONS,
2. ALL WOOD BLOCKING THAT COMES INTO CONTACT
WITH CONCRETE OR CMU SHALL BE PRESSURE
TREATED..
3. FILL ALL C.M.U. CELLS BELOW GRADE WITH CONCRETE.
4. ALL DETAILS OF CONSTRUCTION SHALL CONFORM WITH
THE 2017 6TH EDITION OF THE FLORIDA BUILDING
CODE - RESIDENTAL
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9'-4"
DIMENSIONAL ASPHALT SHINGLES
ON #15 FELT ON SHEATHING -- \
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ROOF EXPORT
SCALE: 1/4" = V-0"
BUILDING MAGNETIC
NORTH NORTH
SOUTH ELEVATION
SCALE: 1/4" = V-0"
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SCALE: 1/4" = V-0"
NORTH ELEVATION
SCALE: 1/4" = V-0"
_ ROOF �-
14'
T.O. CMU
10'-0"
T.O. SLAB
0"
_ROOF 7 ._
14' - 10" C
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_ ROOF �-
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_ROOF 7 ._
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WEST ELEVATION
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THE DESIGN PROFESSIONAL DENIES
ANY AND ALL RESPONSIBILITY AND
LIABILITY FOR PROBLEMS WHICH
ARISE FROM FAILURE TO FOLLOW
THESE PLANS, SPECIFICATIONS AND
THE DESIGN INTENITHEY CONVEY,
OR PROBLEMS WHICH ARISE FROM
OTHERS' FAILURE TO OBTAIN AND/
OR FOLLOW THE DESIGN
PROFESSIONAL'S GUIDANCE WITH
RESPECT TO ANY ERRORS,
OMISSIONS, INCONSISTENCIES,
AMBIGUITIES OR CONFLICTS WHICH
ARE ALLEGED.
JEFFREY E. BOGUS
AR96091
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BUILDING MAGNETIC
NORTH NORTH rip; AR960 1
TFRED .ARG
ROOF
14'-10"
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THE DESIGN PROFESSIONAL DENIES
ANY AND ALL RESPONSIBILITY AND
LIABILITY FOR PROBLEMS WHICH
ARISE FROM FAILURE TO FOLLOW
THESE PLANS, SPECIFICATIONS AND
THE DESIGN INTENITHEY CONVEY,
OR PROBLEMS WHICH ARISE FROM
OTHERS' FAILURE TO OBTAIN AND/
OR FOLLOW THE DESIGN
PROFESSIONAL'S GUIDANCE WITH
RESPECT TO ANY ERRORS,
OMISSIONS, INCONSISTENCIES,
AMBIGUITIES OR CONFLICTS WHICH
ARE ALLEGED.
JEFFREY E. BOGUS
AR96091
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OF
BUILDING MAGNETIC
NORTH NORTH rip; AR960 1
TFRED .ARG
ROOF
14'-10"
_T.O. CMU
T.O. SLAB
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_ ROOF
14'- 10"
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THIS DRAWING HAS BEEN ISSUED:
❑
FOR REVIEW ONLY
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❑
FOR PERMITTING ONLY
SCHEMATIC
❑
DESIGN
DESIGN DEVELOPMENT
❑
CONSTRUCTION
DOCUMENTS
Drawing Title:
FLOOR
PLANS
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ASPHALT SHINGLES
ON #30 FELT ON 5/8"
PLYWOOD OVER PRE -
ENG TRUSSES.
2 X 4 NAILER
METAL DRIP
1X8 HARDIBO
2X6 SUB FAS(
PREFIN. VENT
8" CMU BONE
PAINTED CM(
CONCRETE FI
ON VAPOR B/
COMPACTED
WALL SECTION
SCALE: 1/2" = V-0"
ASPHALT SHIN(
ON #30 FELT 01
PLYWOOD OVE
ENG TRUSSES.
5/8" CDX PLYW(
ON FACE OF TF
5/8" MOISTURE
GYP. BD. ATTA(
UNDERSIDE OF
PAINTED CMU
GARAGE DOOR
T.O. CMU _
10'-0"
cGG cr wr:n
CD
DOOR FRAME TYPES
SCALE: 1/4" = V-0"
HOLLOW METAL — — SHIM AS REQ'D CAULK
DOOR FRAME - FILL ENTIRE FRAME PERIMETER
WITH CONCRETE BOTH SIDES, TYP.
8" CMU BLOCK \ 5/8"-
PER PLAN
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T.O. SLAB
JAMB ANCHORS (3) -- DOOR PER
PER JAMB, TYP. — SCHEDULE
r4r JAMB DETAIL
WALL SECTION
SCALE: 1/2" = V-0"
SCALE: 1 1/2" = V-0" N
PER PLAN
CMU WALL
(BEYOND)
1" INSULATI
_ T.O. CMU IN ALUM. FI
10'-0"
T.O. SLAB
0"
WINDOW @ HEAD
SCALE: 1 1/2" = V-0"
ROOF SHEATHING
CUT BACK FROM
RIDGE
ROOF TRUSSES
(TYP.)
RIDGE CAP DETAIL
SCALE: 1 1/2" = V-0"
VARIES VARIES
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DOOR TYPES
i
SCALE: 1/4" = V-0" N
8" C.M.U. w/HORIZ. JOINT
REINF a 16" O.C. VERT.
8" G.M.U. BOND BEAM w/14
5 BAR CONT. FILLED
W/CONC.
SHIM AS REQ'D CAULK
PERIMETER BOTH SIDES (TYP.)
H.M. FRAME -
FILLED w/CONC.
HEAD DETAIL
SCALE: 1 1/2" = V-0" - -_- N
SHIM AS REQ'D CAULK 1" INSULATED GLASS
ENTIRE FRAME PERIMETER IN ALUM. FRAME
8" BOND BEAM W/ BOTH SIDES, TYP.
(1) #5 BARS T&B
d
SHIM AS REQ'D
CAULK ENTIRE
FRAME PERIMETER ........... ................ _...............
BOTH SIDES (TYP.)
REINFORCED
CMU WALL PER "U" BLOCK TURNED
PLAN UPSIDE (BEYOND)
NAIL -OVER RIDGE
VENT INSTALLED PER
MFR'S SPECS
ASPHALT SHINGLES
OVER (2) LAYERS OF
ROOFING FELT ON
ROOF SHEATHING
WINDOW
SCALE : 1 1/2" = V-0"
' CDX PLYWOOD
FACE OF PRE-
3TRUSS
'TRANSITION
11P
30ND BEAM.
STRUCTURAL
REINF.
CLOSURE PANEL DETAIL
SCALE: 1 1/2" = V-0"
1. ALL NEW DOORS AND WINDOWS INSTALLED SHALL FOLLOW
THE INSTALLATION DETAILS AND REQUIREMENTS FROM THE
FLORIDA PRODUCT APPROVAL OR NOA FOR THE SELECTED
PRODUCT.
WINDOW DESIGN PRESSURE REQUIREMENTS
POSITIVE PRESSURE _ +27.4 PSF
NEGATIVE PRESSURE _ -34.4 PSF
DOOR DESIGN PRESSURE REQUIREMENTS
POSITIVE PRESSURE = +27.4 PSF
NEGATIVE PRESSURE = -34.4 PSF
GARAGE DESIGN PRESSURE REQUIREMENTS
POSITIVE PRESSURE = +29.3 PSF
NEGATIVE PRESSURE = -32.6 PSF
THRESHOLD SET IN FULL DOOR FRAME
BED OF MASTIC
(BEYOND)
I
WALL LINE �� DOOR PER
(BEYOND) SCHEDULE
SLOPE a 1/4" PER V-0"
d;-'- r -
REINFORCED d`
CONCRETE SLAB e-• 4 ,•,
1/2" EXPANSION JOINT
THRESHOLD DETA
SCALE: 1 1/2" = V-0"
1" INSULATED GLASS
ALUM. FRAME
CMU WALL BEYOND
8" CMU WALL PER Pb
IL
WINDOW @ SILL
SCALE: 1 1/2" = V-0"
P.T. 2X8 WOOD JAMP `^"' ""' "
8" ANCHOR BOLTS C
BOTTM, AND MIDPO
5" FROM EACH END
8" CMU BLOCK PER
PLAN. GROUTED CELL
AT END W/ REINF.
JAMB DETA
SHIM AS REQ'D CAULK
ENTIRE FRAME
PERIMETER BOTH
SIDES, TYP.
"U" BLOCK TURNED
UPSIDE DOWN
SCALE: 1 1/2" = V-0"
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THE DESIGN PROFESSIONAL DENIES
ANY AND ALL RESPONSIBILITY AND
LIABILITY FOR PROBLEMS WHICH
ARISE FROM FAILURE TO FOLLOW
THESE PLANS, SPECIFICATIONS AND
THE DESIGN INTENT THEY CONVEY,
OR PROBLEMS WHICH ARISE FROM
OTHERS' FAILURE TO OBTAIN AND/
OR FOLLOW THE DESIGN
PROFESSIONAL'S GUIDANCE WITH
RESPECT TO ANY ERRORS,
OMISSIONS, INCONSISTENCIES,
AMBIGUITIES OR CONFLICTS WHICH
ARE ALLEGED.
JEFFREY E. BOGUS
DOOR SCHEDULE
DOORS
^�-
FRAMES
DETAILS
NUMBER D -TYPE
D -MAIL
WIDTH
PANELS
_
HEIGHT THICK _
_
FINISH
LABEL
F -TYPE
_ _
F-MATL F -FINISH
HEAD
JAMB
001 B
ALUM
81-1011
--
T- 0"
1 1/2"
PREFIN
--
--
-- --
9/A2.1 SIM
9/A2.1
002 B
ALUM
15' - 10"
-- u
7' - 0"
1 1/2"
PREFIN
--
--
-- --
9/A2.1 SIM
9/A2.1
003 A
JHM
3' - 0"
SINGLE
7' - 0"
1 3/4"
PAINT
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2/A2.1
1/A2.1
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DOOR FRAME TYPES
SCALE: 1/4" = V-0"
HOLLOW METAL — — SHIM AS REQ'D CAULK
DOOR FRAME - FILL ENTIRE FRAME PERIMETER
WITH CONCRETE BOTH SIDES, TYP.
8" CMU BLOCK \ 5/8"-
PER PLAN
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SCALE: 1/2" = V-0"
SCALE: 1 1/2" = V-0" N
PER PLAN
CMU WALL
(BEYOND)
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SCALE: 1 1/2" = V-0"
ROOF SHEATHING
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(TYP.)
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SCALE: 1 1/2" = V-0"
VARIES VARIES
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5 BAR CONT. FILLED
W/CONC.
SHIM AS REQ'D CAULK
PERIMETER BOTH SIDES (TYP.)
H.M. FRAME -
FILLED w/CONC.
HEAD DETAIL
SCALE: 1 1/2" = V-0" - -_- N
SHIM AS REQ'D CAULK 1" INSULATED GLASS
ENTIRE FRAME PERIMETER IN ALUM. FRAME
8" BOND BEAM W/ BOTH SIDES, TYP.
(1) #5 BARS T&B
d
SHIM AS REQ'D
CAULK ENTIRE
FRAME PERIMETER ........... ................ _...............
BOTH SIDES (TYP.)
REINFORCED
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PLAN UPSIDE (BEYOND)
NAIL -OVER RIDGE
VENT INSTALLED PER
MFR'S SPECS
ASPHALT SHINGLES
OVER (2) LAYERS OF
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SCALE : 1 1/2" = V-0"
' CDX PLYWOOD
FACE OF PRE-
3TRUSS
'TRANSITION
11P
30ND BEAM.
STRUCTURAL
REINF.
CLOSURE PANEL DETAIL
SCALE: 1 1/2" = V-0"
1. ALL NEW DOORS AND WINDOWS INSTALLED SHALL FOLLOW
THE INSTALLATION DETAILS AND REQUIREMENTS FROM THE
FLORIDA PRODUCT APPROVAL OR NOA FOR THE SELECTED
PRODUCT.
WINDOW DESIGN PRESSURE REQUIREMENTS
POSITIVE PRESSURE _ +27.4 PSF
NEGATIVE PRESSURE _ -34.4 PSF
DOOR DESIGN PRESSURE REQUIREMENTS
POSITIVE PRESSURE = +27.4 PSF
NEGATIVE PRESSURE = -34.4 PSF
GARAGE DESIGN PRESSURE REQUIREMENTS
POSITIVE PRESSURE = +29.3 PSF
NEGATIVE PRESSURE = -32.6 PSF
THRESHOLD SET IN FULL DOOR FRAME
BED OF MASTIC
(BEYOND)
I
WALL LINE �� DOOR PER
(BEYOND) SCHEDULE
SLOPE a 1/4" PER V-0"
d;-'- r -
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1/2" EXPANSION JOINT
THRESHOLD DETA
SCALE: 1 1/2" = V-0"
1" INSULATED GLASS
ALUM. FRAME
CMU WALL BEYOND
8" CMU WALL PER Pb
IL
WINDOW @ SILL
SCALE: 1 1/2" = V-0"
P.T. 2X8 WOOD JAMP `^"' ""' "
8" ANCHOR BOLTS C
BOTTM, AND MIDPO
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8" CMU BLOCK PER
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AT END W/ REINF.
JAMB DETA
SHIM AS REQ'D CAULK
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THE DESIGN PROFESSIONAL DENIES
ANY AND ALL RESPONSIBILITY AND
LIABILITY FOR PROBLEMS WHICH
ARISE FROM FAILURE TO FOLLOW
THESE PLANS, SPECIFICATIONS AND
THE DESIGN INTENT THEY CONVEY,
OR PROBLEMS WHICH ARISE FROM
OTHERS' FAILURE TO OBTAIN AND/
OR FOLLOW THE DESIGN
PROFESSIONAL'S GUIDANCE WITH
RESPECT TO ANY ERRORS,
OMISSIONS, INCONSISTENCIES,
AMBIGUITIES OR CONFLICTS WHICH
ARE ALLEGED.
JEFFREY E. BOGUS
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d FIBER MESH OVER 6" MIL VAPOR _ p FIBER MESH OVER 6" MIL VAPORCD
- BARRIER OVER CLEAN COMPACTED,
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TYPE
SIZE _
REINFORCING COMMENTS
L1
8" HIGH BOND BEAM
(2) #4 BAR T&B CASTCRETE 81`8-1 B/1T
L2
24" HIGH BOND BEAM
(2) #5 BAR T&B CASTCRETE 81`24-1_B/1 T
L3
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(2) #5 BAR T&B CASTCRETE 8F32-2B/2T
W1
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W2
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BUILDING MAGNETIC
NORTH NORTH
BUILDING MAGNETIC
NORTH NORTH
- PRE- ENG WOOD ROOF
TRUSS c@i 24" O.C.
- 5/8" CDX PLYWOOD
ROOF SHEATHING
SIMPSON META W/ (9)
10d X 1 1l2" NAILS, 4"
'f EMBEDMENT LENGTH
TRUSS ANCHOR DETAIL
I
SCALE: 3/4" = V-0"
FOOTING SCHEDULE
TYPE SIZE REINFORCING
F1.1 1'-0" X 1'-0" X CONT. 2 #5 CONT.
F2.5 2'-6" X 2'-6" X 1'-0" (3) #5 E.W. BOT.
F3.0 &-0" X 3'-0" X-1'-0" (3) #5 E.W. BOT.
TYPICAL FOOTING DESIGNATION
I
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FOOTING PER SCHEDULE --_�
WIND DESIGN LOADS AND CRITERA:
ULTIMATE WIND SPEED (3 SEC GUST) 139
NOMINAL WIND SPEED 108
RISK CATERGORY I
EXPOSURE CATERGORY B
ENCLOSURE CLASSIFCIATION ENCLOSED
INTERNAL PRESSURE COEFFICENT .18
MEAN ROOF HEIGHT (h) 14.84'
VELOCITY PRESSURE qh (LRFD) 29.43 PSF
VELOCITY PRESSURE qh (ASD) 17.66 PSF
FOUNDATION NOTES:
1. ELEVATIONS ARE REFERENCED FROM THE FIRST LEVEL FINISHED FLOOR DATUM ELEVATION OF
G-0". SEE CIVIL DRAWINGS FOR EQUIVALENT MEAN SEA LEVEL ELEVATION.
2. FINISHED FLOOR ELEVATIONS:
FIRST LEVEL = 0'-0"
3• FLOOR SLAB TO BE 4" THICK CONCRETE WITH 6X6-W1.4XW1,4 W.W.F. ON 6 MIL POLY OVER
COMPACTED FILL.
FOUNDATION DESIGNED USING THE FOLLOWING PARAMETERS:
SOIL BEARING CAPACITY 2000 PSF
SUB -GRADE MODULUS 100 PCI
4, TOP OF FOOTING (T.O.F.) ELEVATIONS ARE V-4" BELOW FINISHED FLOOR (B,F.F.) UNLESS NOTED
OTHERWISE. ELEVATIONS ARE REFERENCED FROM THE DATUM LISTED IN NOTE #1.
5• COORDINATE FOUNDATION LAYOUT WITH PLUMBING AND OTHER UNDERGROUND UTILITIES.
6. '- 7_ DENOTES STEP IN FLOOR SLAB.
7 �- DENOTES CMU WALL. CMU WALL BE SHALL BE REINFORCED AS LISTED BELOW. CELLS
WITH REINFORCING SHALL BE FILLED WITH 3000 PSI (MIN.) CONCRETE OR GROUT U.N.O.
8" CMU - #5 @ 48" O.C.
S. FILL ALL CELLS BELOW FINISHED FLOOR OR BELOW FINISHED GRADE, HIGHER CONDITION WILL
GOVERN.
9• SHEARWALL
DENOTES MASONRY SHEAR WALL. SEE SHEAR WALL SCHEDULE FOR
ADDITIONAL INFORMATION.
ROOF FRAMING NOTES:
1. ELEVATIONS ARE REFERENCED FROM THE FIRST LEVEL FINISHED FLOOR DATUM ELEVATION OF
U-0". SEE CIVIL DRAWINGS FOR EQUIVALENT MEAN SEA LEVEL ELEVATION.
2. ROOF SHEATHING TO BE 5/8" PLYWOOD WITH PLYCLIPS.
EDGE NAILING: 8D COMMON NAILS a 6" O.C.
FIELD NAILING: 8D COMMON NAILS @ 12" O.C.
3. PRE-ENGINEERED WOOD TRUSS LAYOUT IS SCHEMATIC. QUANTITY, SPACING AND LAYOUT
MAY BE MODIFIED (EXCEPT FOR LOCATION OF GIRDER, DRAG OR ANY OTHER SPECIALTY
TRUSSES) PER THE TRUSS MANUFACTURER'S REQUIREMENTS PENDING THE FINAL
APPROVAL OF THE ENGINEER OF RECORD.
4. INSTALL CMU BOND BEAM AT THE FOLLOWING LOCATIONS WHERE THEY APPLY:
10'-0" O.0 MAX. VERTICAL
JOIST[rRUSS BEARING
PARALLEL TO LEDGER
TOP OF PARAPET
BOND BEAM W/ (1) //5 CONT.
25" MIN LAP. STANDARD ACI HOOK
VERT. REINF. IN GROUTED CELL
30" LAP MIN.
CLEANOUT REQ'D FOR GROUT LIFT > 4FT
UNLESS FOOTING DWL IS NOT REQD.
STANDARD ACI HOOK
COLUMN CAP DETAIL
PRE -ENG ROOF TRUSS
SIMPSON H16 W/ (9) 10d X
1-1/2" NAILS TO TRUSS
AND (6) 10d X 1-1/2" NAILS
TO BEAM
LINTEL (SEE SCHED)
SIMPSON CCQM W/ (12)
1/4" X 2-1/2" SDS SCREWS
TO EACH BEAM
CMU COLUMN
SCALE: 3/4" = V-0" N
FOOTING
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THE DESIGN PROFESSIONAL DENIES
ANY AND ALL RESPONSIBILITY AND
LIABILITY FOR PROBLEMS WHICH
ARISE FROM FAILURE TO FOLLOW
THESE PLANS, SPECIFICATIONS AND
THE DESIGN INTENT THEY CONVEY,
OR PROBLEMS WHICH ARISE FROM
OTHERS' FAILURE TO OBTAIN AND/
OR FOLLOW THE DESIGN
PROFESSIONAL'S GUIDANCE WITH
RESPECT TO ANY ERRORS,
OMISSIONS, INCONSISTENCIES,
AMBIGUITIES OR CONFLICTS WHICH
ARE ALLEGED.
JEFFREY E. ROGUS
AR96091
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THIS DRAWING HAS BEEN ISSUED:
❑ FOR REVIEW ONLY
PRE -ENG ROOF TRUSS FOR PEHMfI-LING; ONLY
[I SCHEMA:H0 DESIGN
❑ DESIGN DEVELOPMENT
❑ CONSTRUCTION DOCUMENTS
SIMPSON H1 6S W/ (2) 10d
X 1-1/2" NAILS TO TRUSS Drawing Title:
AND (10) 10d X 1-1/2" FOUNDATION PLAN
NAILS TO BEAM
LINTEL (SEE SCHED)
SIMPSON CCQM W/ (12)
1/4" X 2-1/2" SDS SCREWS
TO EACH BEAM Date: 03/03/18
CMU COLUMN Designed By: JER
Drawn By: JER
Reviewed By: JER
Comm. No. 18001
CORNER COLUMN CAP Revisions:
D ETA I L - --
SCALE : 3/4" = V-0"
r--------------------------__--_--------------------------------_.-__----------------------------------------------------------- - - - --
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THE DESIGN PROFESSIONAL DENIES
METER ANY AND ALL RESPONSIBILITY AND
f�14 COPPER TO LIABILITY FOR PROBLEMS WHICH
ARISE FROM FAILURE TO FOLLOW
LIGHTS AND I THESE PLANS, SPECIFICATIONS AND
OUTLETS THE DESIGN INTENT THEY CONVEY,
#4 GROUND - (2) OR PROBLEMS WHICH ARISE FROM
5/8" ROD 8' DEEP OR HERSFOLLOW THEEDTO OBTAIN AND/
I I IG
PROFESSIONAL'S GUIDANCE WITH
RESPECT TO ANY ERRORS,
GRADE —I OMISSIONS, INCONSISTENCIES,
AMBIGUITIES OR CONFLICTS WHICH
ARE ALLEGED.
z
NEW 2" U.G. CONDUIT 'r
2/0 COPPER FOR 200A
JEFFREY E. BOGUS
AR96091
p F• C p�
NOTE: ELECTRICAL MATERIAL AND INSTALLATION SHALL COMPLY WITH
APPLICABLE PROVISIONS OF THE NATIONAL ELECTRICAL CODE, LOCAL CODES, CO
AND LOCAL POWER COMPANY
A asoa'I ,•'V
19
ELECTRICAL RISER DIAGRAM
SCALE: 3/4" = V-0"
REFLECTED CEILING LEGEND
RECESSED CAN LIGHT FIXTURE
O LED STRIP LIGHT FIXTURE
WALL MOUNT LIGHT FIXTURE
OUTDOOR CEILING FAN
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5/8 MOISTURE RESISTANT GYP.
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DISTRIBUTION PANEL & - I' I
THE DESIGN PROFESSIONAL DENIES
METER ANY AND ALL RESPONSIBILITY AND
f�14 COPPER TO LIABILITY FOR PROBLEMS WHICH
ARISE FROM FAILURE TO FOLLOW
LIGHTS AND I THESE PLANS, SPECIFICATIONS AND
OUTLETS THE DESIGN INTENT THEY CONVEY,
#4 GROUND - (2) OR PROBLEMS WHICH ARISE FROM
5/8" ROD 8' DEEP OR HERSFOLLOW THEEDTO OBTAIN AND/
I I IG
PROFESSIONAL'S GUIDANCE WITH
RESPECT TO ANY ERRORS,
GRADE —I OMISSIONS, INCONSISTENCIES,
AMBIGUITIES OR CONFLICTS WHICH
ARE ALLEGED.
z
NEW 2" U.G. CONDUIT 'r
2/0 COPPER FOR 200A
JEFFREY E. BOGUS
AR96091
p F• C p�
NOTE: ELECTRICAL MATERIAL AND INSTALLATION SHALL COMPLY WITH
APPLICABLE PROVISIONS OF THE NATIONAL ELECTRICAL CODE, LOCAL CODES, CO
AND LOCAL POWER COMPANY
A asoa'I ,•'V
19
ELECTRICAL RISER DIAGRAM
SCALE: 3/4" = V-0"
REFLECTED CEILING LEGEND
RECESSED CAN LIGHT FIXTURE
O LED STRIP LIGHT FIXTURE
WALL MOUNT LIGHT FIXTURE
OUTDOOR CEILING FAN
• r-
5/8 MOISTURE RESISTANT GYP.
BD
CEILING (TO BE PAINTED
P1 UNLESS NOTED OTHERWISE),
ATTACH TO BOTTOM OF ROOF TRUSS
❑ FOR REVIEW ONLY
® FOR PERMITTING ONLY
❑ SCHEMATIC DESIGN
❑ DESIGN DEVELOPMENT
❑ CONSTRUCTION DOCUMENTS
Drawing Title:
ELECTRICAL FLOOR
PLANS - POWER
Sheet: Sheet
No.
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❑ FOR REVIEW ONLY
® FOR PERMITTING ONLY
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Drawing Title:
ELECTRICAL FLOOR
PLANS - POWER
Sheet: Sheet
No.
of E1.1
f
f