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8" CMU OPEN BOTTOM LINTEL SEE 2/S0.0 {
Jax. beach,Florida 32250
BLOCK w/ 1-#5 CONTINUOUS11-S Zr
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1 STEM WALL AT GARAGE 2 SAWCUT DETAIL /� 3 SLAB RECESS 4 SHOWER RECESS NEXT TO STEMWALL EDGE 5 THICKENED SLAB FOUNREMS0 DATE
S0.2 Sp, SCALE: 3/4"=1'-O" t S0.2 S0. SCALE: 3/4"-1'-0" S0. SCALE: 3/4"=1'-0" Q FOUNDATION 10.08.1
CCOORDINATION
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OVERLAP SIDEWALL
TOP PLATE FIELD ALTERA TION
CONTRACTOR SHALL CONTACT LOU
PONTIGO 8 ASSOCIATE PRIOR TO
GARAGE MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
HEADER FROM THE INTENT OF THE ORIGINAL
ALWAYS PLACE GOAL POST. FASTEN TO STUD
HEADER AT PACK WITH 2—ROWS OF 16d � CONSTRUCTIONDOCUMENTS.ANY
FIELD ALTERNATIONS MADE PRIOR TO
BY LOUTOP OF ROUGH RING SHANK NAILS ® 12" O.C. BEINA SOCIATESDMAY RESPULLT IN O E
(2)20ga STRAPS OPENING ADDITIONALENGINEERING
EES. OR
HEADER TO JACK ATTACH GARAGE DOOR THRU
(2)2x6 KING STUDS UPRIGHT BUCK DIRECTLY INTO
FULL HEIGHT STUD PACK, PER GARAGE DOOR
(2)2x6 JACK STUDS THREADED ROD SUPPLIER
SEE PLAN
FULL HEIGHT "
(2)2x STUD CORNER THREADED ROD
EPDXIED 12"
00
6 6 6 8 8 8
P.T. SOLE PLATE
GARAGE FULL HEIGHT JOIST ® fi�0 C.DECK
FLOOR SOLE PLATE [THREADED ROD (1)SIMPSON ABU44 POST ANCHOR
ANCHOR SEE PLAN w/ '/2"Ox12" ANCHOR BOLT AND
SOLE PLATE a•° . 16" WIDE x 6" DEEP PAD 4x4 POST 12-16d COMMON WIRE NAILS
ANCHOR 4 GARAGE WING WALL SECTION FOOTING TO SUPPORT 8x8x5.5 HIGH
THICKENED SLAB EDGE CENTERED TO SUW
• CONCRETE PIER
AT GARAGE OPENING. GRADE 0
BOTTOM OF STAIR
4. '
4 Q " GRADE '
° °•. NOTES: I
x P.T. SYP No. 2 KICK-PLATE.
1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. FASTEN TO FOOTING w/ 1/4"0 a 2'-0"x2'-0"x1'-0"d
x 2'/2" TAPCON ANCHORS AT CONCRETE FOOTING
GARAGE WING WALL ELEVATION 8" O.C. AND ADJ. TO EA. W/ 3-#4 EACH WAY
STRINGER.
6 GARAGE HEADER FRAMING WOOD STAIR ETAILS 8 CONC. PIER a FOOTING
SO.2 S0.2 SCALE: 3/4 - 1 -0 50.2 SCALE: /4 - 1'-0"
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FOUNDATION
DETAILS
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DO NOT SCALE DIMENSIONS FROM
THEE DRAWINGS.IF A DIMENSION IS
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
CONTACT THE E.O.R.
PLAN NAME
GARAGE PLAN
DESIGN/DRAWN/CHECKED
CS JMD LAP
DATE
p05.22.15�� yr,l
CONTROL NO.
S ca �, FILE COPY
1200
TRUSS ID.
N/A
LPA NO.
REVISIONHANN-14-00418
P# /5— 400- ,3+77 SHEET
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DATE��
SIGNED S002
SHEET 3 of 9
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Lou Pontigo and
Associates, Inc.
420 Osceola Avenue
Jax. Beach, Florida 32250
Ph.242-0908 Fax.241-9557
FL:CA# 8344 SC:CA#3579
CONTACT US WITH YOUR COMMENTS
12" WIDE CONCRETE COMMENTS @ LP-A.COM
FOOTING w/ 2—#5 TO
SUPPORT STAIRS.
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COORDIN TION
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PONTIGO 8 ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
{ I OF CONCRETE OR 6x6 W1.4xW1.4 50.2 MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
WWF ON 6 M I L VAPOR BARRIER I CONSTRUCTION DOCUMENTS.ANY
IN PREPARED IGR DE. FIELD ALTERNATIONS MADE PRIOR TO
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BEING APPROVED BY LOU PONTIGO 8
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ADDITIONAL ENGINEERING OR
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FOUNDAT CSN PLAN.
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SCALE: 1/4" = 1'-0"
1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE
FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS,
STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR
REFERENCE ONLY.
2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES.
3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED
PROCTOR IN ACCORDANCE WITH ASTM D 1557.
4. DIMENSIONS INDICATED ON THIS PLAN ARE TO CENTERLINE OF FOOTING UNLESS
OTHERWISE SHOWN TO THE EDGE OF AN ELEMENT.
FOUNDATION
PLAN
DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION IS
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
CONTACT THE E.O.R.
PLAN NAME
FOOTING SCHEDULE AND NOTES GARAGE PLAN
DESIGN/DRAWN/CHECKED
TYPE LENGTH WIDTH DEPTH BOTTOM BARS CS JMD LAP
F2.0 2'-0" 2'-0" 1'-0" 3–#5 EA. WAY BOT. DATE
F2.5 2'-6" 2'-6" 1'-0" 3–#5 EA. WAY BOT. 05.22.15
F3.0 3'-0" 3'-0" 1'-0" 3–#5 EA. WAY BOT. CONTROL NO.
F3.5 3'-6" 3'-6" 1'-0" 4–#5 EA. WAY BOT. 1200
F4.0 4'-0" 4'-0" 1'-0" 4–#5 EA. WAY BOT. TRUSS ID.
F4.5 4'-6" 4'-6" 1'-0" 4–#5 EA. WAY BOT. N/A
1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE LPA NO.
FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, HANN-14-00418
STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR
REFERENCE ONLY. SHEET
2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES.
3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED S 1 •0
PROCTOR IN ACCORDANCE WITH ASTM D 1557. SHEET 4 of 9