1464 SEMINOLE RD - DRAWING PRODUCED BY AN AUTODEISK EDUCATIONAL PRODUCT
GENERAL NOTES BUILDING CODE SUMMARY
1. CODES USED: FLORIDA BUILDING CODE 5th edition, RESIDENTIAL EDITION AND FASTEN LAST STUD OF PROPOSED WALL TO CODE ENFORCEMENT JURISDICTION: 1 Julianne N .
EXISTING BUILDING EDITION, ACI, NDS, APA AND ASCE7-10. 0 EXISTING CMU WITH 3/16-X3- TAPCONS CITY OF ATLANTIC BEACH A-1
2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH AT 12" O.C. � /�
APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION V R WIND ZONE: 120 MPH (WIND-BORNE DEBRIS EXTEND NEW SOFFIT Overby, 1t1Z0 E THE WORK.
COMPONENT AND CLADDING TO MATCH EXISTING
3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR To FLORIDA BUILDING CODE - 5TH ED. SOFFIT DETAIL Architectural and Interior Design
COMMENCING CONSTRUCTION. DESIGN PRESSURES NATIONAL ELECTRICAL CODE: 2002 EDITION Consulting Services
4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL EFFECTIVEINTERIOR ZONES, FLORIDA FIRE PREVENTION CODE: 2007 EDITION 3'-0" A
DETAILS FOR THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB AREA, SF END ZONES, PSF PSF Julianne N. Overby, R.A.
UNLESS NOTED OTHERWISE ON THE PLANS. OCCUPANCY CLASSIFICATION: RESIDENTIAL 2452 Pullian Street
15. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. 0-20 24.4 -32.0 24.4 -26.6acksonville Beach, Florida 32250
THE OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONSTRUCTION TYPE: TYPE V-B (WOOD FRAME) J
CONDITIONS. SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED 20-50 22.9 -28.8 22.9 -25.3 SPRINKLED: NO / 904-704-8628
UNLESS MORE STRINGENT DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS FIRE DISTRICT: NO � 2 2X6 /
STRUCTURE WAS PERFORMED ASSUMING 2000PSF SOIL CAPACITY. 50-100 21.6 -27.2 21.6 -24.0 L�6 1. 1Email: �noverby q�att.net
FL. AR-0017060 • FL. ID-4621
6. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL
100-200 20.8 -24.4 20.8 -22.9 BUILDING HEIGHT- EXISTING ROOF LINE TO REMAIN /
EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, WORK AREA-
AND NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY NEW TOTAL STORAGE AREA: 20 SQ FT.
INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION LOAD TABLE A
DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE
ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS ROOF:LIVE LOAD: 20.0 PSF
OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY
DEAD LOAD: 7.0 PSF
PERSONNEL DURING CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE CEILING: TO ALIGN W/
ITEMS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. EXISTING
LIVE LOAD: 10.0 PSF
LIVE LOAD-STORAGE: 30.0 PSF WINDOW FRAME I SCHAFER RESIDENCE
EPDXY NOTES DEAD LOAD: 5.0 PSF
ATLANTIC BEACH
1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER FLOOR: IFLORIDAJZZJJ
EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR LIVE LOAD: 40.0 PSF
EPDXY GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY DEAD LOAD: 10.0 PSF
THE ENGINEER. DECK LIVE LOAD: 50.0 PSF I j
2. MANUFACTURERS DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO
WIND LOADS: EXISTING
WIND
THE ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. ACCEPTABLE EPDXY EXPOSURE:D: 130 MPC I HOUSE
PRODUCTS ARE IMPORTANCE: 1.0 rl
TO REMAIN UNCHANGED
HILTI HY150, HILTI HSE2421, SIMPSON STRONG-TIE SET OR APPROVED EQUAL. BUILDING CATEGORY: II
ENCLOSED BUILDING:
INTERIOR PRESSURE COEFFICIENT: 0.18
IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S ROOF PITCH: MATCH EXISTING
SPECIFICATIONS AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL I /
WARNINGS. INSTALL IN ACCORDANCE WITH APPLICABLE SAFETY LAWS.
ALL-THREAD NOTES. SCHAFER RESIDENCE
(,) 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH I / RENOVATION o
OF 8,000 PSI AND TENSILE STRENGTH OF 2,300 PSL „
Q 1. ALL-THREAD CONNECTORS TO BE 3/8 DIAMETER BARS P ACEDI / 0
w 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8 GREATER AT 6' O.C. 1N ALL BEARING WALLS, UNLESS NOTED OTHERWISE ROOF / / n
d THAN THE DIAMETER OF THE STEEL MEMBER BEING INSTALLED. ON PLANS. TO MATCH EXISTING I ITI
-j ON 15# ROOFING FELT C
a 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO 2. ALL-THREAD USED IN SHEARWALL AND HIGH UPLIFT TRUSS OVER 7/16" EXT. SHEATHING
0 INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL HOLD-DOWN APPLICATIONS MAY BE COUNTED AS PART F THE 12
SPACING.ACING. y
SUCH AS LAITANCE, DUST, DIRT, AND OIL. DESIGNATED O.C. METAL HURRICANE CLIP 2.5 MATCH Z
XISTING
U 6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY 3. PLACE ALL-THREAD RODS WITHIN 6" TO 10" OF EACH CORNER I C
THE MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS AND AT EACH INTERSECTION OF BEARING WALLS. RECOMMENDED METAL DRIP OVER
L THAN FIVE YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK INSTALLATION SEQUENCE IS: VINYL FASCIA0
REQUIRED IN THIS PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURLR OVER 2X6 SUB FASCIA I 0
ATTESTING TO THE TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT A. PLACE SHEARWALL RODS (SPECIFIED ON PLANS) ___2X8 WOOD RAFTERS I / I M
Cn
Q ALONG WITH THE PROPOSAL TO DO THE WORK. B. PLACE HIGH UPLIFT RODS (SPECIFIED ON PLANS)
C. PLACE CORNER RODS / rn
~ CONCRETE NOTES D. PLACE ALL OTHER RODS I I C REVISIONS
d 4. ALL-THREAD SHALL BE DRILLED AND EPDXIED INTO F OTING n
I N0. DESCRIPTION DATE -Di
1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318,
Z WITH SIMPSON SET EPDXY SYSTEM, OR APPROVED EQUIVALENT. (2) 2x4 NO. 2 SYP TOP PLATE
�( LATEST EDITION, WITH
CODE REQUIREMENTS FOR REINFORCED CONCRETE", AND ALL-THREAD EMBEDMENTS FOR SHEAR WALLS AND HIGH UPLIFT
} ACI 301, LATEST EDITION, "SPECIFICATIONS FOR STRUCTURAL CONCRETE" TRUSS CONNECTIONS ARE SPECIFIED IN THEIR RESPECTIVE FASTENED WITH (2) ROWS 10d I Z
CD DETAILS. SOFFIT & OVERHANG AT 16" O.C. STAGGERED. D
a 2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +/-) ALL CEMENT TO MATCH EXISTING MINIMUM 24" LAP WITH (12) I r-
U SHALL CONFORM TO ASTM C150, TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE 1Y" 5. WHERE NECESSARY, ALL-THREAD COUPLERS SHALL BE RATED 10d IN LAP. I �
INCHES FOR FOUNDATIONS, AND 3/4" FOR ALL SLABS AND SHALL CONFORM TO ASTM NOT LESS THAN 3200 LBS. I 0
Q C33, CEDAR PLANK SIDING
6. MINIMUM EMBEDMENT OF ALL-THREAD SHALL BE: TO MATCH EXISTING C
a 7/16 OSB ROOF DECK I �
3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 6" - TYPICAL WALLS, MONOLITHIC FOOTING FASTENED TO FRAMING WITH 8d
DAYS. 7" - EXTERIOR WALLS, STEMWALL FOOTING FASTEN 7/16" OSB RING SHANKS AT 6" O.C. ON
8" - MASONRY WALLS W/ 8d @ 6" O.C. EDGE AND 12" O.C. IN FIELD.
4. 4" 3000PSI CONCRETE SLAB WITH 6X6 W1.4 X W1.4 WWM OR 1/2" FIBERMESH OVER
A 6 MIL. VAPOR BARRIER AND TERMITE TREATED SOIL. 7. ALL-THREAD EMBEDMENTS FOR SHEARWALLS AND HIGH UPLIFT ON EDGES, 12" O.C. L_
CONNECTIONS ARE SHOWN IN THEIR RESPECTIVE DETAILS ON IN FIELD.
5. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL., THIS SHEET. ALL THREAD CONNECTORS.
NOT EC ON
SE PARTIAL FLOOR PLAN
COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED SEE ALL-THREAD NOTES ON o
TO 95% MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE 8, USE 2" SQUARE WASHERS ON ALL-THREAD AND ANCHOR BOLT THIS SHEET FOR INSTALLATION SCALE: 1/8" = 1'-0" DATE ISSUED: JANUARY 19, 2016
BOTTOM OF THE FOOTING. LOCATIONS, U.N.O. SPECIFICATIONS, SPACING AND
I EMBEDMENT
6. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO 9. WHERE THREADED RODS ARE NOT ABLE TO BE INSTALLED DUE NOTE:
ASTM-A615. ALL CONCRETE REINFORCEMENT SHALL BE FABRICATED, INSTALLED, TO FIELD LIMITATIONS, IT IS ACCEPTABLE TO PLACE A DOUBLE DO NOT SCALE DRAWINGS.
SUPPORTED AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH 2X STUD GROUP. FASTEN STUDS TOGETHER WITH (1) R W OF
ACI 315, DETAILS AND DETAILING OF CONCRETE REINFORCEMENT 10d NAILS. FASTEN THE STUDS TO THE TOP AND BOTTOM IF PRINTED ON 11 " X17"
7. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE PLATES WITH (2) SPH. PLACE A 1/2" ANCHOR BOLT WTH 6" 2x4 SPF STUDS AT 16" O.C. MEDIA DRAWING SCALE
EMBEDMENT WITHIN 6 OF DOUBLE STUD .GROUP. P
SLEEVES, ETC., AS REQUIRED FOR MECHANICAL TRADES BEFORE CONCRETE IS SEE STUD TABLE ON FRAMING I S HALF- SIZED .
PLACED. 10. IN LOCATIONS WHERE SECOND FLOOR BEARING WALLS BEAR ON PLAN FOR STUD SIZES.
8. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS BEAMS/HEADERS BELOW, IT IS ACCEPTABLE TO DRIL THE
THREADED RODS THROUGH THE HEADER AND FASTENTHE 2x4 N0. 2 SYP PT
OR 24", WHICHEVER IS GREATER. BOTTOM OF THE ROD WITH A 3" SQ WASHER AND NUT. 114 LIEUSHEET TITLE
BOTTOM PLATE. APPLY
9. CORNER REINFORCEMENT SHALL BE LAPPED 25". OF THREADED RODS, SEE SECTIONS 3 AND 5/S5 FOR STRAPPING 1/2" ANCHOR BOLTS AT
ALTERNATIVES. EACH SIDE OF BOTTOM
10. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; PLATE SPLICES.
10.1. 3" FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH CONVENTIONAL FRAMING NOTES 4 e /,
10.2. 2" FOR CONCRETE EXPOSED TO EARTH AND WEATHER SLOPE =d I I STORAGE �`J
10.3. 1 1/2" FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY 1, ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP. _____ III III=IIIIIF
REINFORCEMENT. 2. ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON THE P ANS. III=III=III=III= III III=I I = CLOSET
11. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE =III=IIIIII=III ! -I I I I (- 4" CONCRETE SLAB
CONSULTING, INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF 3. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS. '�=III=III=III=) =I =� OVER VAPOR BARRIER ADDITION
DIMENSIONS CAN NOT BE DETERMINED FROM FOUNDATION PLAN, CONTACT THE
ENGINEER OF RECORD. 4. FASTEN ROOF RAFTERS TO BEARING WALLS WITH A SIMPSON H2.5A WITH
-I I -
NAILS INTO THE RAFTER AND (5) 8d NAILS INTO THE TOP DLATE. II=III=II o° $ =I 1/2" EXP. JOINT
12. STEMWALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF ,.<. a GROUT FILLED 8" CMU
VIII-III - III- I
RECORD IF STEMWALL WILL EXCEED SIX (6) COURSES IN HEIGHT. 5. FASTEN ROOF RAFTERS TO SLEEPER WITH SIMPSON H3 WIIH (5) 8d NAILS IN °a---a= --�. - STEMWALL SHEET NUMBER
RAFTER AND (5) 8d NAILS INTO THE SLEEPER. =IIII I ° �'�
„ I - a . . � ; . . CONT. CONCRETE
13. WHERE THREADED RODS ARE EMBEDDED 12 INTO STEMWALLS, THE TOP TWO I-III- III-
=1I I=1I I=1I I=I II III=1I I-III FOOTING J J
COURSES OF STEMWALL MUST BE FILLED. 6. ALL SLEEPERS ARE FASTENED TO EXISTING FRAMING WITH (4) 16d NAILS A SEE STRUCTURAL A - 1
'
INTERSECTION OF SLEEPER AND EXISTING FRAMING. NOTE. DRAWINGS
ALL STRUCTURAL SIZES TO BE VERIFIED WITH LICENSED
STRUCTURAL ENGINEER OF RECORD FOR THIS PROJECT.
THESE WALL SECTIONS SHOWN FOR DESIGN INTENT.
K`1WALL SECTION- PERMIT
Al SCALE: 3/4 - 1'-0" DRAWINGS
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