1250 EAST COAST DR - ADDITION DWG REFER TO ARCHITECTURAL PLANS FOR ALL LAPPED 30".
DETERMINED FROM THE ARCHITECTURAL PLANS, B-OLTS-AND--EAS-TENERS
DESIGN-CRITERIA DIMENSIONS. IF DIMENSIONS CANNOT BE
CODE:2010 FLORIDA BUILDING CODE (FBC) CONTACT THE ENGINEER OF RECORD.
S'
2010 FLORIDA RESIDENTIAL CODE (FRC) FASTENERS:
2006 INTERNATIONAL BUILDING CODE ao-I_LS
(10C) GENERAL: TYPE, SIZE, LENGTH, SPACING, AND
MINIMUM ALLOWABLE SOIL BEARING CAPACITY CONFIGURATION TO MATCH EXISTING CONDITIONS OR
WIND DESIGN CRITERIA PER FBC 2010, 2500 PSF CURRENT BUILDING CODE REQUIREMENTS, WHICH
SEC11ON 1609, & ASCE 7-10 EVER IS MORE STRINGENT. REFER TO 2004 FOG
DESIGN WIND SPEED: 120 MPH (3-SEC GUST) SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE TABIF 3204.9,1 FASTENER SCHEDULE FOR
RISK CATEGORY TYPE I AT THE TIME OF THIS DESIGN. THE OWNER SHALL FASTENER CODE REQUIREMENTS, >
IMPORTANCE FACTOR: 1.0 PROMDE TO THE CONTRACTOR A REPORT OF THE
SUBSURFACE CONDITIONS. SOIL PREPARATIONS CONNECTORS: AS REQUIRED, BY SIMPSON
MEAN ROOF HEIGHT. 11-0" NOTED IN SAID RE FOLLOWED STRONG-TIE OR APPROVED EQUIVALENT. USE LIKE z
ORT SHALL BE Z m:
EXPOSURE CATEGORY' C UNLESS MORE STRINGENT DESIGN IS SPECIFIED MATERIAL FASTENERS TO SECURE CONNECTORS. 0
ENCLOSURE CLASSIFICATION: OPEN U) UJ cn <
WITHIN THESE PLANS. THE FILL BELOW THE a <
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FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC CONNECTORS TO ACC) OR CCA PRESERVATIVE 0 6 m
ASCE 7-10, MWFRS WIND PRESSURES MATERIAL, COHESIVE SOILS OR ANY OTHER TREATED WOOD: ASTM A653 CLASS G-185 OR 300 ry uj
< 0 x _ 0
DELETRIOUS MATERIAl SOIL MUST BE COMPACTED SERIES STAINLESS STEEL DO NOT USE STAINLESS _j U-
PROJECT SYNOPSIS 0 x
TO 95% MODIFIED PROCTOR MAXIMUM DRY DENSITY STEEL TO FASTEN GALVANIZED COMPONENTS, DO LLJ <
PROJECT ADDRESS:1250 EAST COAST DR FOR A DEPTH OF '-0" BELOW THE BOTTOM OF NOT USE ALUMINUM CONNECTORS. ui
ATLANTIC BEACH, FL THE FOOTING. ui 0
BUILDER: IMPACT ENCLOSURES FASTENERS TO ACQ OR CCA PRESERVATIVE 0 (t) Lf) <
PROJECT DESCRIPTION:PERGOLA FOOTINGS AND FOUN ATIONS TREATED WOOD: ASTM A135 CLASS D GALVANIZED LL N
OR 300 SERIES STAINLESS STEEL. DO NOT USE
FOOTINGS AND FOUNDATIONS SHALL BE IN STAINLESS STEEL TO FASTEN GALVANIZED
DRAWING LIST: ACCORDANCE WITH FBC AND AS NOTED IN THESE COMPONENTS. DO NOT USE ALUMINUM FASTENERS.
CVR COVER SHEET PLANS. WELDED WIRE REINFORCING (WWR): SHALL
Sl.O ELEVATIONS & PLAN BE ASTM A185, FURNISH IN FLAT SHEET 1. FASTENERS TO BE EXPOSED: SERIES 300
S2.0 DETAILS STAINLESS STEEL. ENSURE THAT CONNECTED
SHOULD DEEP FOUNDATIONS BE USED WlTHIN THIS COMPONENTS ARE GALVANICALLY SIMILAR.
DESIGN, A LICENSED MATERIAL TESTING AGENCY d 00
co
GENERAL,NOIM SHALL VERIFY THE MIN. REQUIRED PILE LOADS AS 2. WOOD ADHESIVE: LIQUID NAILS MULTI-PURPOSE z
SPECIFICED ON THE PLANS. A LOAD TEST WILL BE WOOD PROJECTS CONSTRUCTION ADHESIVE OR 0
CONTRACTOR SHALI VISIT SITE TO OBSERVE REQUIRED TO VERIFY CONDITIONS. APPROVED EQUIVALENT. z
CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. o' 00 z
0
STRUC 3. CONCRETE ANCHOR EPDXY. HILTI HIT HY U) Lo -
ADHESIVE OR APPROVED EQUIVALENT.
CONTRACTOR SHALL BE RESPONSIBLE FOR
CAST-IN-PLACE CC�NCRETE, SHALL HAVE A
VERIFICATION OF ALL DIMENSIONS AND CONDITIONS < 00 X
PROVIDED ON DRAWINGS PRIOR TO START OF COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DIMEESIONAL LUMORL. 00 L? 0
CONSTRUCTION. RESOLVE ANY DISCREPANCIES CONCRETE AND STEEL REINFORCEMENT SHALL BE IN m X
WITH THE ENGINEER PRIOR TO COMMENCEMENT OF ACCORDANCE WITH FEC. FRAMING LUMBER SHALL COMPLY WITH THE LATEST 0
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EDITION OF THE GRADING RULES OF THE WESTERN < _j
WORK.
SLABS-ON-06 WOOD RODUCTS ASSOCIATION (WWPA). ALL SAWN U
_QE P
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CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION LUMBER SHALL BE STAMPED WITH THE GRADE MARK t"l 00
OF THE PUBLIC AND ALL CONSTRUCTION PERSONNEL SLABS ON GRADE: UNLESS NOTED OTHERWISE ON OF A LUMBER GRADING AGENCY ACCREDITED BY _j :E L uj
AND MUST COMPLY WITH ALL APPLICABLE OSHA THESE PLANS, SLAE THICKNESS IS 4" WITH A THE AMERICAN LLIMBER STANDARD COMMITTEE — D > z
0 _j Z 0
SAFETY REQUIREMENTS THROUGHOUT THE DURATION MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. (ALSC). 00
OF THE WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR 00 o
PROVIDING VAPOR AND TERMITE PROTECTION WHEN ALL WOOD EXPOSED TO THE ELEMENTS OR IN z L�
THE CONSTRUCTION DOCUMENTS REPRESENT THE REQUIRED. 6X6 Wl.4XWl,4 WWR TO BE PLACED IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE w 00 w
FINISHED STRUCTURE. THEY DO NOT INDICATE THE THE CENTER OF THE 3LAB. WWR SHALL BE LAPPED TREATED IN ACCORDANCE WITH THE APPLICABLE �o
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METHOD OF CONSTRUCTION. THE CONTRACTOR 8". THE USE OF FIBERMESH SHALL BE ALLOWED IN REQUIREMENTS OF THE AWPA.
SHALL PROVIDE ALL MEASURES NECESSARY TO LIEU OF WWR. MINIMUM FIBER LENGTH = 1/2".
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PROTECT THE STRUCTURE DURING CONSTRUCTION. 0 0
SUCH MEASURES SHALL INCLUDE, BUT NOT BE S-TEELREINFORCEMEN _j
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LIMITED TO, BRACING, SHORING FOR LOADS DUE TO
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DEMOLITION AND CONSTRUCTION EQUIPMENT, ETC. REINFORCING STEEL: SHALL BE ASTM A615, GRADE
THE ENGINEER OF RECORD SHALL NOT BE 60 STEEL REINFORCEMENT SHALL BE IN
RESPONSIBLE FOR THE CONTRACTOR'S MEANS, ACCORDANCE WITH FBC, ACI 318 AND AS NOTED IN f'N
METHODS, TECHNIQUES, SEQUENCES FOR THESE PLANS.
PROCEDURE OF CONSTRUCTION, OR THE SAFETY
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PRECAUTIONS AND THE PROGRAMS INCIDENT CONCRETE COVER SHALL BE IN ACCORDANCE WITH
THERETO (NOR SHALL OBSERVATION VISITS TO THE FOC AND AS FOLLOWS:
SITE INCLUDE INSPECTION OF THESE ITEMS).
V41ERE REFERENCE IS MADE TO VARIOUS TEST I, 3" FOR CONCRETE CAST AGAINST AND V)
STANDARDS FOR MATERIALS, SUCH STANDARDS PERMANENTLY EXPOSED TO EARTH
2. 2' FOR CONCRETE EXPOSED TO WEATHER OR
SHALL BE THE LATEST EDITION AND/OR ADDENDA.
DONALD A.BOGGS
IN CONTACT WITH GROUND
1. CODES USED: 2010 FLORIDA BUILDING CODE, 3. 1-1/2" FOR CONCRETE NOT EXPOSED TO P.E.#31054
ell
ACI, NDS, APA AND ASCE 7. AH LATEST EDITIONS. WEATHER OR IN CONTACT NTH GROUND
2. ALL DESIGN, CONSTRUCTION AND MATERIALS
SHALL BE IN ACCORDANCE WITH APPLICABLE CODES VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE C) w "m COVER
AND AUTHORITIES HAVING JURISDICTION OVER THE LAPPED FOR 36 BAR DIAMETERS OR 24", ,- 8, 5
WORK, WHICHEVER IS GREAl''ER. ALL REINFORCING STEEL 1= w, m)
3. CONTRACTOR SHALL VERIFY DIMENSIONS AND SHALL BE PLACED IN ACCORDANCE NTH THE 3 ui c"j jq
CONDITIONS AT THE JOB S17E PRIOR TO TYPICAL BENDING DIAGRAMS AND PLACING DETAILS NIA al
COMMENCING CONSTRUCTION. OF ACI STANDARDS. ALL REINFORCING STEEL
4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE HELD SECURELY IN POSITION NTH DRA WING SlIFF."T'
SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR STANDARD ACCESORIES DURING PLACING OF
THIS JOB ONLY. DETAILS SHALL GOVERN CONCRETE. SPLICES IN REINFORCING, WHERE
CONSTRUCTION FOR THIS JOB UNLESS OTHERWISE PERMITTED, SHALL BE AS FOLLOWS: MASONRY.
CVR
NOTED ON THE PLANS. 48 BAR DIA. CORNER REINFORCEMENT SHALL BE
5, DIMENSIONS ARE SHOWN FOR REFERENCE ONLY.
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P.E.#31054
Cypress Pergola --
PLANS&
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NOTE: NOT TO SCALE
---------------
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P.E. 31064
DRA VTVG8fIEfT.,
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NOTE: PERGOLA LUMBER IS TO BE CYPRESS
NOT TO SCALE
------------------- ------