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CONCE4tEo FASTENERSORATTACIqUENTS
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TREE REQUIREMENTS LANDSCAPING TO COMPLY WITH ST. LUCIE COUNTY LAND DEVELOPMENT
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CODE SECTIONS 7.09.03 AND 7.09.04.
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W.M.SULLIVAN III
Wind Information - 2007 FBC W/ 2009 REV.
Basic Wind Speed:
140 mph 3- second gust
Basic Velocity pressure:
29 psf,
Occupancy Use:
R-3
Irnportance Factor:
Lo
Exposure Category:
B
internal Pressure Coeff.
Enclosed; Impact- Protected Openings
Components/Cladding DP:
Per table R-301.2(2) (see elevation views)
MWFRS- Roof DP:
26.0 psf uplift, 37 psf Open areas
Total Roof Dead Load:
5 psf Uplift; 27 psf Bearing
Total Roof Live Load:
30 psf Bearing
Roof Truss Loads:
Per Truss Engineering
Mean Roof Height:
<201
Overhang:
16
Roof Pitch:
5/12
Sheerwalls:
4' Minimum Length - no Openings between Reinf. Cells
Soil bearing Capacity:
2500 PSF
Impact resistant assembly:
YES
Shutters:
NO
(TYP) STUCCO
SOFFIT
STUCCO
SOFFIT
12"
5" 1
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Z- (TYP) 6 X 6 PT COL. (TYP) FLOAT FNSH
FRONT ELEVATION STUCCO BANDING
DO NOT SCALE
12"
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PdGHT ELEVATION
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LEFT ELEVATION
QPV P- 11P = P
ATIONS
ALL WORK TO COMPLY WITH APPLICABLE CODES AND ORDINANCES
ALL MATERIALS TO BE NEW
CONTRACTOR TO REVIEW THE CONSTRUCnON DOCUMENTS AND PLACEMENT OF STRUCTURE PRIOR TO BEGINNING CONSTRUCTION
NO BACK CHARGES WILL BE ACCEPTED
CONTRACT SHALL HAVE A REGISTERED SURVEYOR LOCATE STRUCTURE ON SITE. NOTIFY OWNERS REPRESENTATIVE
OF ANY DISCREPANCIES, CONTRACTOR / SURVEYOR SHALL BE RESPONSIBLE FOR SETTING BUILDING POINTS, LINES AND ELEVATIONS AND TO
INSURE PROPER PLACEMENT OF STRUCTURE ON SITE
ALL WORK TO COMPLY WITH THE REQUIRENENTS OF THE FLORIDA ENERGY CODE
THE INTENT OF THE CONSTRUCTION DOCUMENTS (DRAWINGS, SPECIFICATIONS, ETC) IS TO INCLUDE ALL ITEMS, LABOR. MATERIALS,
TRANSPORTATION, LICENSES, FEES, PERMITS, ETC NECESSARY FOR THE COMPLETION OF THE WORK. THEREFORE ALL ITEMS NECESSARY FOR
THE PROPER COMPLETION OF THE WORK WILL BE REQUIRED, WHETHER OR NOT SHOWN ON THE PLANS AND OR CONSTRUCTION DOCUMENTS, BUT
ARE REASONABLY INFERABLE THERE FROM AS BEING NECESSARY TO PRODUCE THE INTENDED RESULTS.
ALL WORK PERFORMED AND MATERIALS USED SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE CODES, ORDINANCES AND REGULATION
SUCH AS BUT NOT LIMITED TO THE FLORIDA BUILDING CODE AND ITS AMENDMENTS AND ALL ORDINANCES AND REGULATION OF THE
HAVING JURISDICTION. CONTRACTOR TO ASSURE COMPLIANCE WITH SAID CODES.
ALL WORK SHALL BE OF THE HIGHEST QUALITY AND STANDARD FOR THE TRADE INVOLVED. WORK FOUND NOT TO MEET THE ACCEPTABLE
STANDARD WILL BE REJECTED,
THE GENERAL CONTP ACT SHALL KEEP ON SITE AT ALL TINES A MARKED UP, AS -BUILT SET OF DRAWINGS SHOWING ALL UP TO DATE
DEVIATIONS FROM THE PLANS, WHICH SHALL BE DELIVERED TO THE OWNER AT COMPLETION OF THE JOB.
CONTRACTOR TO TAKE ALL NECESSARY SAFETY PRECAUTIONS TO INSURE THE SAFETY AND HEALTH OF THE PUBLIC
AND TO COMPLY WITH OSHA AND SHALL BE SO RESPONSIBLE TO COMPLY WITH THE SAME.
THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY FACILITIES AS FOLLOWS;
A, MAKE ARRANGEMENTS WITH THE LOCAL ELECTRIC COMPANY TO PROVIDE TEMPORARY SITE SERVICE FOR POWER AND LIGHT
OPERATE EQUIPMENT BEING USED DURING WORK PROGRESS
B. APPROPRIATE COVERING AND ENCLOSURE OF MATERIALS AND EQUIPMENT WHICH MIGHT BE DAMAGED,
C. POTA13LE WATER FOR DRINKING PURPOSES IN ADDITION TO WATER NECESSARY FOR CONSTRUCTION
D. OUTDOOR CHEMICAL TOILET UNIT, CODE AND OSHA APPROVED.
12 WHERE APPLICABLE AND UNLESS OTHERWISE NOTED, MATERIALS AND EQUIPMENT TO BE STORED AND INSTALLED IN STRICT ACCORDANCE WITH
THE MANUFACTURERS WRITTEN RECOMMENDATIONS.
13 IN ANY DISCREPANCIES OR CONFLICTS IN THE CONIT ACT DOCUMENTS (DRAWINGS AND OR SPECIFICATIONS) THE STRICTER / COSTLIER OF THE
AGREEMENT SHALL GOVERN.
14 CONTR ACTOR TO PROVIDE ALL NECESSARY SHORING, BRACING, ETC AS REQUIRED TO PROVIDE SAFETY,
15 THESE DRAWINGS ARE INTENDED TO SHOW THE GENERAL ARP ANGEMENT, DESIGN AND EXTENT OF THE WORK AND ARE THEREFORE PARTLY
DIAGRAMATIC.
16 ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR
SITUATION ELSEWHERE ON THE PROJECT WITH THE APPROPRIATE ADJUSTMENTS FOR THE PARTICULAR CONDITION
17 THE DESIGNER OR ENGINEER SHALL NOT BE RESPONSIBLE OR HELD LIABLE NOR GUARANTEE THE CONTR ACTORS, SUBCONTRACTORS AND
MATERIAL SUPPLIERS WORK OR LABOR NOR A PRODUCTS PERFORMANCE, QUALITY AND SUITABILITY FOR THE INTENDED USE.
is ALL CONNECTORS, ANCHORS, BOLTS, NAILS, STRAPS, ETC TO BE HEAVY-DUTY HOT DIPPED GALVANIZED (UNLESS OTHERWISE NOTEDYM SHALL
BE PROPERLY PRIMED AND PAINTED TO MINIMIZE CORROSION
19 OWNER AND DESIGNER / ENGINEER DISCLAIM ANY RESPONSIBILITY FOR ACCURACY, TRUE LOCATION AND EXTENT OF SOILS INVESTIGATION
PREPARED BY OTHERS OF FOR INTERPRETATION OF THAT DATA IN PROJECTING SOIL BEARING VALUES, ROCK PROFILES, SOIL STABILITY AND
PRESENCE, PRIOR TO EXECUTING CONTRACT DOCUMENTS. CONTRACTO MAY PERFORM SUBSURFACE INVESTIGATION AT OWN EXPENSE.
20 CONTRACTOR WILL ASSUME FULL RESPONSIBILITY FOR ALL PRODUCTS AND MATERIALS STORED ON OR OFF SITE
21 BURIAL OF WASTE AT THE SITE IS NOT PERMITTED
22 GENERAL CONTRACTOR TO EMPLOY COMPETENT SUPERINTENDENT TO DIRECT OPERATION OF WORK FOR COMM ENCEMENT TO COMPLETION OF
WORK. SAID SUPERINTENDENT SHALL BE QUALIFIED TO PERFORM THE JOB AND TO WHOM ALL ORDERS AND DIRECTIVES SHALL BE GIVEN.
23 THE OWNER SHALL HAVE THE FINAL SAY AS TO THE BRAND, TYPE AND SELECTIONS OF MATERIALS AS SPECIFIED IN THE CONTRACT DOCUMENTS.
24 ALL ROOFING PENETRATIONS TO BE ON SIDES AND REAR ROOF SLOPES. NONE IN FRONT ELEVATIONS UNLESS SPECIFICALLY NECESSARY OR
REQUIRED BY CODE.
25 IF ANY OF THESE SPECIFICATIONS OR DRAWINGS ORNOTES ON THE PLANS CONFLICT WITH ANY CODE REQUIREMENTS, THE CODE AND STRICTEST
SHALL APPLY.
2-SITE WORK:
I . CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI-318-99 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. ACI-530,
BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND ACI-5301 SPECIFICATIONS FOR MASONRY STRUCTURES.
2. CONCRETE SHALL BE A MIX DESIGNED IN ACCORDANCE WITH ASTM C94-94AND OF A STRENGTH OP 3000 PSI AT 28 DAYS, FOR BEAMS COLUMNS, FOOTINGS
GRADE SLABS AND FLOOR SLABS.
3. NO WATER SHALL BE ADDED AFTER TRUCK LEAVES THE PLANT WITHOUT APPROVAL OF ENGINEER OF PLANT ENGINEER PLANT CONTROL IS REQUIRED.
MAX MIX TIME AT POINT OF DEPOSIT WHEN AIR TEMPERATURE IS BELOW 85 DEGREES F. IS 90 MINUTES, REDUCE MIXING TIME AND DELIVERY TIME TO 75
MINUTES WHEN AIR TEMPERATURE IS BETWEEN 85 AND 90 DEGREES F. WHEN AIR TEMPERATURE IS A13OUT 90 DEGREES F. REDUCE MIXING AND DELIVERN
TIME TO 60 MINUTES,
4. MAXIMUM PEP MISSIBLE SLUMP: 4" -/- I" IF CONCRETE IS PUMPED USE 4" PUMP AND MAXIMUM SLUMP MAY BE INCREASED TO 5" -/-1"
5. A MINIMUM OF 5 CONCRETE SPECIMENS SHALL BE TAKEN FROM EACH 50 cu. Yd OR PORTION THEROF, SPECIMENS SHALL BE TESTED ACCORDING TO ASTM
C-39-93a, ONE AT 3, ONE AT 7 AND 3 AT 28 DAYS.
6. PORTLAND CEMENT SHALL BE TYPE I CONFORMING TO ASTM C 150-94
7. ALL ADMIXTURES SHALL BE APPROVED BY THE ENGINEER BUT SHALL NOT CONTAIN CALCIUM CHLORIDE IN ANY FORM.
S. USE I " CLEAR COVER OVER REINFORCING EXCEPT AS FOLLOWS
a. SLABS/4": TOP AND BOTTOM, I" SIDES
b. FOOTINGS, 3" BOTTOM, 2" TOP AND 3" SIDES
c. BEAMS, 1- 1 /2" BOTTOM TOP AND SIDES,
d. COLUMNS, 1-1/2" SIDES
e, SLABS ON GROUND, 2" BOTTOM AND SIDES, I" TOP
f POURED RETAINING WALLS, 2" SIDES.
9. CONCRETE SHALL BE PROPERLY VIBRATED TO MINIMIZE THE OCCURRENCE OF HONEYCOMBS OR VOIDS. NOT PATCHING OF HONEYCOMBS OR VOIDS TO
TAKE PLACE WITHOUT THE VISUAL INSPECTION BY ENGINEER.
10. USE A CURING COMPOUND APPLIED ACCORDING TO MFG INSTRUCTIONS
11, ALL EMBEDDED PIPES, SLEEVES ETC. MUST BEMADE OF STEEL OR PVC. EXPOSED STEEL TO BE HOT DIPPED GALVANIZED. NO ALUMINUM PIPES OR
SLEEVES ALLOWED.
12. IN THE EVENT THAT A CONTINUOUS POUR CANNOT BE MADE, THE ENGINTER OF RECORD TO BE CONTACTED IMMEDIATELY FOR PROPER LOCATION OF
CONSTRUCTION JOINTS.
13. PROVIDE CONSTRUCTION JOINTS IN ACCORDANCE WITH ACT 224.311-95. PROVIDE SHOP DRAWINGS AS NECESSARY,
14. CONSTRUCT FORMWORK TO OBTAIN EXACT SHAPE, SIZE, ALIGNMENT AND ELEVATION.
15. ERECT FORMWORK SUPPORTS, BRACING AND SHORING AND MAINTAIN SAME TO SAFELY SUPPORT ALL LOADS SUCH AS BUT NOT LIMITED TO VERTICAL,
LATERAL, ASYMMETRICAL, STATIC, DYNAMIC ETC. UNTIL SUCH TIM AS SAID LOADS CAN BE SUPPORTED BY IN -PLACE CONCRETE AND OTHER
STRUCTURE.
16. ALL CONCRETE ACCESSORIES TO BE USED AND PLACED PER MFG. RECOMMENDATIONS.
17. GROUT TO BE NON -SHRINK, NON-METALLIC AND FACTORY PREMIXED,
4-MASONRY:
I . BLOCK MASONRY UNITS WITH FM = 1500 PSI CONFORMING TO ASTM C90-90
2. MASONRY WALL HORIZONTAL REINFORCEMENT SHALL BE 9ga TRUSSED OR LADDER TYPE WITH WIRE EVERY 2ND COURSE OF BEARING AND
NON -BEARING WALLS AND EVERY COURSE OF RETAINING WALLS, IN CONFORMANCE WITH ASTM A153-82 (1987). MINIMUM LAP SPLICE SHALL BE 12"
(OPTIONAL)
3. MASONRY GROUT TO COMPLY WITH ASTM C476-91. WITH A MINIMUM 29 DAY COMPRESSIVE STRENGTH OF 3000 PSI. MAXIMUM SIZE AGGREGATE SHALL
BE PEA GRAVEL, GROUT SLUMP SHALL BE 9" +- I"
4, RUNNING BOND PATTERN SHALL BE USED FOR ALL MASONRY WORK UNLESS NOTED OTHERWISE,
5. JOINT MORTAR TYPE M OR S CONFORMING TO ASTM DESIGNATION C270-92.
6. ALL ADMIXTURES SHALL BE APPROVED BY THE ENGINEER.
7. NON -BEARING WALLS SHALL BE CONNECTED TO COLUMNS WITH DOVETAILS EVERY OTHER COURSE.
8. FILL MASONRY CELLS AT DOOR AND WINDOW JAMBS SOLID WITH CONCRETE.
9. REMOVE MORTAR PROTRUDING INTO CELL CAVITIES THAT ARE TO BE REINFORCED AND GROUTED.
10. WHEN BOND BEAM CONSTRUCTION, SEE STRUCTURAL SHEETS WHICH SHALL SUPERSEDE THESE NOTES,
PROVIDE TEMPORARY BARRICADES, COVERINGS, FENCES AND / OR OTHER PROTECTIONS AS NECESSARY TO PREVENT DAMAGE OR INJURY TO
PERSONS OR PROPERTY.
UNLESS OTHERWISE NOTED ANY DAMAGES SHALL BE RESTORED TO IT'S EXISTING CONDITION PRIOR TO BEGINNING WORK.
)m
DURING CONSTRUCTION, AVOID INTERFERING WITH ROAD, STREET AND WALK IT AFFIC AND OTHER ADJACENT PROPERTIES. NO PARKNG IS
ALLOWED ON ANY STREET OR STREET R.O.W.
1.
CONTRACTOR TO REMOVE ALL ORGANIC MATERIAL AND OTHER DELETERIOUS MATERIALS INCLUDING DEVGNATED PLANT MATERIALS FROM W
2.
ENTIRE SITE. SCARIFY ALL AREAS A MINIMUM DEPTH OF SIXINCHES IN AREAS TO BE COVERED By BuILDNGS, FOUNDATID�KALL AREAS UNDER
3.
WALKS, DRIVES AND PAVING AND AS OTHERWISE REQUIRED RO REMOVE STUMPS, ROOTS, ETC. COMPLETE THE WONOiF&E STARTING 1
4.
FOUNDATION WORK, ALL OTHER LANDSCAPING MATERIALS WI41CH HAS BEEN DESIGNATED TO REMAIN IS To BE PROTECTED FROM DAMAGE
5.
FOOTINGS ARE TO REST ON FIRM NATURAL SOIL OR PROPERLY COMPACTED (CERTIFIED) CLEAN FILL. SAID FILL SHALL BE FREE FROM FOREIGN
MATTER, ROCKS, STONES, ORGANIC MATTER SUCH AS BUT NOT LIMITED TO MUCK, PLANT MATERIAL, ETC, CERTIFICATION TO BE BY A LICENSED
TESTING LABORATORY. CERTIFICATION MUST BE OBTAINED PRIOR TO ANY POURING OF FOUNDATIONS OIL SLABS,
COMPACT EACH LAYER (MAX 12" DEEP) OF FILL AND BACKFILL SOIL MATERIALS AND TOP 12" OF SUB GRADE FOR STRUCTURES, SLABS AND
PAVEMENT TO 90% OF MAXIMUM DENSITY FOR COHESIVE SOILS AND 95% OF MAXIMUM FOR COHESION LESS SOILS (ASTM D1557-91), VERIFY
COMPACTION WITH TESTING AS NECESSARY, AS REQUIRED BY AUTHORITIES HAVING JURISDICTION OR AS REWIRED ELSEWHERE IN THE
CONTRACT DOCUMENTS, WHICHEVER IS STRICTEST,
CONTRACTOR TO PROPERLY FILL THE SITE (IF REQUIRED) TO BRING FINISH FLOOR ELEVATION TO THE SPECIFIED ELEVATION FELL SHALL BE
6.
COMPACTED AS REQUIRED BY TESTING LAB WHICH SHALL CERTIFY PROPER SOIL BEARING CAPACITY,
7.
COST OF DEMUCKING, IF REQUIRED TO BE BY -OWNER
8.
GRADE SURFACE OF BUILDING AREAS TO REQUIRED ELEVATION, INCLUDE ADJACENT TRANSITION AREAS WfTH UNIFORM SLOPES. GRADE AS
9.
REQUIRED TO AVOID RUN OFF TO THE STREET AND ADJACENT PROPERTIES.
I
REMOVE FROM THE SITE TP ASH, DEBRIS, WASTE MATERIALS AND EXCESS EXCAVATED MATERIALS ON A REG[JLAR BASIS.
PROVIDE GROUND POISONING PER LATEST FBC STANDARDS, UNDER ENTIRE SURFACE OF BUILDING, FLOOR AREAS, PORCHES AND FOUNDATION
WALLS AS WELL AS BOTH SIDES Of FOUNDATION WALL. SUBMIT CERTIFICATE.
OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND COMPLY WITH REGULATIONS FROM ALL UTILITY COMPANIES.
CONTP ACTOR TO ROUGH GRADE AND REMOVE ALL DEBRIS PRIOR TO FINAL GRADING AND LANDSCAPINCI,
CONTRACTOR TO PROVIDE ALL NECESSARY WALKS, STOOPS, APRON, EQUIPMENT PADS, ETC AS REQUIRED,
ONCE EXCAVATION AND COMPACTION FOR FOOTING, SLAB OR ANY OTHER LOAD BEARING MEMBER HAS TAKEN PLACEAND SOIL BEARING
SURFACE HAS BEEN CERTIFIED FOR PROPER BEARING CAPACITY, ANY SUBSEQUENT EXCAVATION MUST 13E DONE WITH CARE AND MUST BE
RE -COMPACTED AND RE -TESTED PRIOR TO ANY CONCRETE POUR.
GRADING SHALL SLOPE FROM BUILDING IN EACH DIRECTION IN ACCORDANCE WITH LOCAL CODES AND ORDINANCES, REGULATIONS AND GOOD
ENGINEERING PRACTICES.
MAINTAIN SHORING AND BRACING OF EXCAVATION AS REQUIRED TO PREVENT INJURY.
NO WORK SHALL TAKE PLACE UNTIL A SOILS TEST HAS BEEN PERFORMED BY A LICENSED FLORIDA ENGINEERING COAVANY AND SAID SOILS
FOUND TO BE SUITABLE FOR PROPER BEARING. STATE OF FLORIDA REGISTERED ENGINEER SHALL PROVIDE A FOUNDATION RECOMMENDATION
STATING PROPER BEARING VALUES.
5-METALS:
REINFORCING STEEL SHALL BE GRADE 60 STEEL CONFORMING TO ASTM A615-94.
REINFORCING STEEL SHALL BE FREE FRO OIL, LOOSE SCALE AND LOOSE RUST AND BENT, LAPPED, PLACED, SUPPORTED AND FASTENED ACCORDING T(
THE "MANUAL OF STANDARD PRACTICE FOR DETAILING CONCRETE STRUCTURES"
WELDED WIRE MESH SHALL CONFORM TO ASTM A185-90A / ASTM Al 85-97
ALL ANCHORS, NAILS, 30TS, ACCESSORIES, ETC TO BE HOT DIPPED GALVANIZED, UNLESS OTHERWISE NOTED.
ALL FIELD CUTS AND BENDING OPERATIONS WILL BE CARRIED OUT ONLY IF NECESSARY AND WITHOUT THE USE OF BEAT.
ALL REINFORCEMENT SHALL BE SUPPORTED ON STEEL OR PLASTIC CHAIRS. STEEL CHAIRS SHALL BE PLASTIC PROTECTED WHERE SITUATIONS OF
MODEP ATE OR SEVERE EXPOSUR E OF THE CONCRETE OCCURS AND OR SITUATION REQUIRING LIGHT GRINDING OR SANDBLASTING OR CONCRETE
SURFACES,
ELECTRODES FOR WELDING TO COMPLY WITH AWS CODE. WELDING TO BE ONE BY CERTIFIED WELDERS CONFORMING TO AWS CODE FOR ARC AND
GAS WELDING IN BUILDING CONSTRUCTION.
ALL STRUCTURAL STEEL TO BE COATED RED OXIDE PRIMER.
STRUCTURAL STEEL INCLUDING SHAPES, PLATES, ANC14OR BOLTS, PIPES, TUBES, MACHINE BOLTS AND WELDS SHALL CONFORM TO THE LATEST ASTM
AND ANSI / AWS STANDARDS.
ALL STRUCTUP AL STEEL COMPONENTS TO BE BUILT AND INSTALLED PER PLAN. NO CUTTING, NOTCHING OR DRILL IS PERMIT-TED UNLESS SPECIFIED D
WRITING BY THE ENGINEER OF RECORD,
BURNING OF HOLES IS NOT PERMITTED
ALL STEEL PIPES AND TUBES WITH OPEN TOPS ARE TO BE FILLED WITH 3000 PSI CONIC.
PROVIDE ALL NECESSARY FASTENERS AND ANCHORS AS REQUIRED WITH MATCHING WASHERS AND NUTS,
WHEN DISSIMILAR METALS RE IN CONTACT WITH EACH OTHER, OR ALUMINUM IS IN CONTACT WITH OTHER METALS, CONCRETE, STUCCO OR MORTAR
ISOLATION SHALL BE PROVIDED.
SION 6-WOOD AND PLASTICS:
ALL STRUCTURAL LUMBER TO BE #2 SOUTHERN YELLOW PINE OR OTHER SPECIFIED SPECIES WITH fb = 1200 PSI MINIMUM, UNLESS SHOWN OTHERWISE
ALL WOOD IN CONTACT WITH CONCRETE, MASONRY AND PLASTER TO BE PRESSURE TREATED.
ALL CABINET WORK TO BE FIELD DIMENSIONED PRIOR TO CONSTRUCTION. SHOP DRAWINGS TO BE SUBMITTED TO OWNER FOR APPROVAL. ALL
PLASTIC LAMINATE CABINETRY TO BE CONSTRUCTED WITH PLYWOOD, PRESSBOARD NOT ACCEPTABLE,
ALL FINISH CARPENTRY AND MILLWORK TO BE PER OWNER.
WOOD TRUSSES
TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATIONS FOR STRESS GRADE LUMBER AND IT'S
FASTENINGS BY THE NFPA. TRUSS DESIGN TO BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA.
SUBMIT SHOP DRAWINGS, LAYOUTS AND DESIGN CALCULATIONS FOR APPROVAL.
b. HANDLING, ERECT10N AND BRACING OF TRUSSES ACCORDING TO TRUSS PLANT RECOMMENDATIONS.
c. HURRICANE STRAPS SHALL BE INSTALLED PER MANUFACTURERS INSTRUCTIONS.
d. TRUSS MANUFACTURER ENGINEER TO VERIFY STRUCTURAL DESIGN (BEAMS, FOUNDATION, ETC) FOR ADEQUACY ONCE TRUSS LAYOUT IS
FINALIZED AND ALL LOADS ARE KNOWN.
e. ALL CONNECTIONS DETAILS, HANGERS, PLATES ETC, NOT SHOWN ON THE PLANS TO BE DESIGNED BY TRUSS MANUFACTURES REGISTERED
ENGINEER.
ALL PLYWOOD SHALL BE CDX EXTERIOR GRADE BEARING THE APA GRADE MARK.
ALL NAILING SIZE AND SPACING PER LATEST EDITION FOR FRC
EXTERIOR DOOR FRAMES SHALL BE RABBETED FROM 1-3/4" STOCK AND MILL DIPPED IN PRESERVATIVE.
INTERIOR DOOR FRAMES TO BE FROM I" STOCK WITH APPLIED STOP.
0. EXTERIOR TRIM TO BE CEDAR UNLESS OTHERWISE NOTED,
1. PROVIDE 6 MIL POLYETHYLENE VAPOR BARRIER UNDER ALL SLA13S
2. ALL WINDS, DOORS, LOUVERS ETC TO BE INSTALLED AND MADE WATERTIGHT BY THE PROPER USE OF SEALANTS AS RECOMMENDED BY THE
MANUFACTURER
3. CEILING INSULATION TO BE R-30 FIBERGLASS BATT UNLESS OTHERWISE NOTED ON (TYP) WALL SECTIONS.
4. WALL INSULATION TO BE AS FOLLOWS:
a, 6" STUDS - R-19 FIBERGLASS BATT
b, 4�'STUDS - R-I I FIBERGLASS BATT
c. MASONRY - R-4 AIFOIL
5, PROVIDE ALL NECESSARY FLASHING AND COUNTER FLASHING TO PROVIDE A WATER TIGHT STRUCTURE,
6. PROVED BITUMINOUS WATERPROOFING AT ALL AREAS SHOWN ON THE PLANS AND ALL OTHERS AREAS WHERE EARTH FILL ABUTS EXPOSED OR
HABITABLE SPACES.
7. ALL FLASHING AND COUNTERFLASHING TO BE 16 oz. COLD ROLLED COPPER OR GALVANIZED AS ALLOWED BY THE FLORIDA BUILDING CODE.
9. ACOUSTICAL INSULATION TO BE 3-1/2" THFRMAFIBER SAFB SOUND ATTENUATION BLANKET BY USG OR EQUAL TO PROVIDE STC 50.
9. ROOFING TO BE GUARANTEED A MINIMUM OF 10 YEARS.
10. INSTALL ROOFING PER MANUFACTURERS RECOMMENDATIONS.
11. BITUMINOUS COATINGS TO BE SOLVENT TYPE MASTIC NOMINALLY FREE OF SULFUR COMPOUNDED FOR A 15 MIL DRY FILM THICKNESS PER COAT
12. MASTIC SEALANT TO BE POLYISOBUTYLENE, NON HARDENING, NON SHRINKING, NON SKINNING, NON DRYING, NON MIGRATING.
13, ELASTOMERIC SEALANT TO BE A TWO COMPONENT POLYURETHANE BASED SEALANT.
14. EPDXY SEAM SEALER TO BE A TOW PART NON CORROSIVE METAL SEAM CEMENTING COMPOUND FOR EXTERIOR / NTERIOR NONMOVING JOINTS.
15, VENT ALL GAS APPLIANCES THROUGH THE ROOF OR EXTERIOR WALLS.
16. INSURE ALL SEALANTS ADHERE TO EACH SURFACE AS REQUIRED.
17. PROVED ALL NECESSARY FIRE STOPPING AND DRAFT STOPPING PER LATEST EDITION OF THE FBC.
8-DOORS AND WINDOWS:
1. DOORS:
a, ENTRY DOOR - PER PLAN
b. EXTERIOR DOORS -PER PLAN
c. INTERIOR DOORS -PER PLAN
d. SLIDING GLASS DOORS / FRENCH DOORS - CARADCO OR APPROVED EQUAL, TINTED, SINGLE GLAZED IMPACT GLAZING. SIZES AS SHOWN ON PLAN.
2. HARDWARE TO BE SPECIFIED BY OWNER,
3. WINDOWS - ALUMINUM WINDOWS CARRYING THE FLORIDA BUILDING CODE PRODUCT APPROVAL CERTIFICATE. DESIGN PRESSURE LABELS MUST BE
LEFT INTACT
4. ALL GLASS, TO MEET OR EXCEED ALL CODE REQUIREMENTS. PROVIDE TEMPERED OR SAFETY GLASS WHERE REQUIRED BY CODE.
5. A MINIMUM OF ONE WINDOW IN EACH SLEEPING ROOM TO MEET FBC EGRESS CODE REQUIREMENTS
6. GARAGE DOORS SHALL BE DESIGNED BY THE MANUFACTURER TO MEET REQUIRED LOADS SUCH AS WIND, ECT. MANUFACTURER TO SUBMIT
CERTIFICATION DOCUMENTATION.
7. PROVIDE ALL NECESSARY THRESHOLDS, PROPER MATCHING THRESHOLD TO BE PROVIDED FOR EACH CONDITION.
8, SKYLIGHTS ARE TO BE ESP ALUMINUM, TINTED ACRYLIC DOUBLE DOME, ALL SKYLIGHTS STRUCTURES TO BE DESIGNED FOR ALL APPROPRIATE
COMBINATIONS OF WINDS, DEAD AND LIVE LOADS, INCLUDING WIND UPLIFT, AND SUCTION. PROVIDE SHOP DRAWINGS FOR APPROVAL.
9. CONTRACTOR TO VERIFY ALL WINDOW AND DOOR MASONRY OR ROUGH OPENINGS AND MAKE THE NECESSARY PROVISIONS PRIOR TO BEGINNING
CONSTRUCTION.
10. ALL MASONRY OPENINGS TO BE WITHIN I/," OF MANUFACTURER REQUIRED OPENING. BUILDER TO COORIDNATE MASONRY OPENINGS WITH TRADES.
I . PLUMBING CONTRACTOR IS TO FURNISH AND INSTALL ALL PLUMBING FIXTURES
2. PLUMBING CONTRACTOR MAY USE SCHEDULE 40 OR 80 TYPE I, GRADE 1, POLYVINYL CHLORIDE PIPE FOR ALL SOIL, WASTE AND VENT PIPING WHERE
PERMITTED BY LOCAL CODES, WHERE PVC PIPING IS NOT PERMITTED BY LOCAL CODES, USE STANDARD WEIGHT CAST IRON PIPING. ALL PIPING
ABOVE GRADE MAY HAVE HUBLESS FITTINGS, PLASTIC PIPING SHALL NOT BE USED IN A RETURN AIR PLENUM. COORDINATE THIS REQUIREMENT WITH
H.N.A.C. CONTRACTOR
3. PROVIDE SHUT-OFF GATE VALVES ON ALL EQUIPMENT AND STOP COCKS IN HOT AND COLD WATER PIPING TO ALL PLUMBING FDCFUHS.
4. ALL WATER PIPING BELOW GRADE SHALL BE TYPE 1" SOFT TEMPERED COPPER AND ALL WATER PIPING ABOVE GRADE SHALL BE TYPE 1" HARD
TEMPERED COPPER,
5, ELEVATION OF ALL FLOOR DRAINS SHALL BE HELD 1/211 BELOW FINISH FLOOR TILE.
6, ALL MATERIAL AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH ALL LOCAL AND STATE PLUMBING AND MECHANICAL CODES, INCLUDING THE
STANDARD BUILDING, PLUMBING AND MECHANICAL CODES, NEPA, ASME, ASHRLA, ASA, AGA, & CURRENT EDITION OF FBC.
7. THE SANITARY SYSTEM INCLUDES CONNECTION TO FIXTURES, RUNNING OF SOIL AND WASTE LINE AND SOIL AND VENT SANITARY SEWER SYSTEM
AND/OR SEPTIC TANKS AND DRAIN FIELDS AND ALL ITEMS AS SHOWN ON DRAWINGS, VENT STACKS SHALL EXTEND THROUGH ROOF WITH LEAD
FLASHINGS.
8. THE DOMESTIC WATER SYSTEM INCLUDES CONNECTIONS TO THE DESIGNED SYSTEM, CONTROL VALVES AND PIPING TO PLUMBING FIXTURES,
INCLUDING CONNECTIONS TO EQUIPMENT FURNISHED BY OTHERS.
9. PIPE INSTALLATIONS AND MATERIALS SHALL BE AS REQUIRED TO MAINTAIN FIRE RATINGS WHERE REQUIRED BETWEEN FLOORS AND/OR BETWEEN
AREAS.
10. ARRESTERS SHALL BE INSTALLED WHERE NECESSARY TO PREVENT WATER HAMMER.
11, COPPER PIPING WHERE USED SHALL NOT CONTACT DISSIMILAR METALS OR MASONRY. PROVIDE ISOLATING BUSHINGS WHEN CONNECTING TO ANY
DISSIMILAR METALS.
12. PLUMBING CONTRACTOR SHALL COORDINATE WITH ARCHITECT FOR DETAILED DIMENSIONS AND LOCATIONS OF ALL FIXTURES AND EQUIPMENT AND
FOR ANY CHANGES IN LAYOUT.
13. PLUMBING CONTRACTOR SHALL MAKE ALL TEST AND ADJUSTMENTS AS REQUIRED, UPON COMPLETION OF WORK AND PRIOR TO FINAL ACCEPTANCE
BY OWNER.
14. AFTER COMPLETION OF THIS WORK, THE CONTRACTOR SHALL OBTAIN A CERTIFICATE OF FINAL INSPECTION AND APPROVAL FROM ALL AUTHORITY'S
HAVING JURISDICTION.
15. ALL WORKMANSHIP, MATERIALS AND APPARATUS UNDER THIS CONTRACT SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL
ACCEPTANCE BY THE OWNER.
16. COORDINATE ALL WATER CLOSET AND FLOOR DRAIN PENETRATIONS WITH STRUCTURAL ELEMENTS BELOW FLOOR.
17. REMOVE ALL UNUSED PLUMBING PIPING ABOVE CEILING AND BELOW FLOOR CAP WHERE NECESSARY.
19. WATER HEATER TO REQUIRE A THERMAL EXPANSION TANK
19. SHOWER AND TUB VALVES TO COMPLY W/ FRC P 2708.3
16-ELECTRICAL:
I , CONTRACTOR TO INSTALL A COMPLETE ELECTRICAL SYSTEM FOR LIGHT AND POWER FROM THE POINT OF ATTACHMENT TO THE POWER COMPANY TO
AND THROUGH THE MAIN SERVICE DISCONNECT, DISTRIBUTION PANELS, BRANCH PANELS TO AND INCLUDING ALL OUTLETS, DEVICES AND EQUIPMENT
FURNISHED BY OTHERS AS MAY BE REQUIRED.
2, CONTRACTOR SHALL FURNISH AND IN STALL ALL FIXTURES
3, CONTRACTOR TO COMPLETE ALL WORK INCIDENTAL TO MECHANICAL TRADES FOR A COMPLETE INSTALLATION, INCLUDING CONTROL WIRING, MOTOR
STARTERS, DISCONNECT SWITCHES AND EQUIPMENT GROUNDS.
4, CONTRACTOR TO MAKE NECESSARY PROVISIONS FOR THE INSTALLATION OF TELEPHONE SYSTEM INCLUDING RACEWAYS, CABINETS, PULL BOXES AND
OUTLETS.
5, MATERIALS AND EQUIPMENT SHALL MEET Ul. REQUIREMENTS.
& THE TOTAL ELECTRICAL INSTALLATION MUST MEET THE REQUIREMENTS OF THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE.
7, COLOR CODE FOR 2081120V 30 SYSTEM SHALL BE: BLACK, RED, BLUE, WHITE, & GREEN. FOR 277/480V 30 SYSTEM: BROWN, ORANGE, YELLOW, GRAY &
GREEN.
8. SHARED NEUTRALS & GROUNDS ARE NOT PERMITTED FOR 10 CIRCUITS,
9. PANEL BOARDS, SWITCHBOARDS AND DISCONNECT SWITCHES SHALL HAVE COPPER BUS,
10. MAIN DISCONNECTS SHALL HAVE PAD -LOCKING AND SEALING PROVISIONS, METER CENTERS SHALL PERMIT OVERHEAD OR UNDERGROUND SERVICE
VISION 9-FINIISHES:
ENTRANCE. THE MAIN BREAKER OR FUSIBLE DISCONNECT SHALL BE QUICK -MAKE, QUICK -BREAK, LOAD -BREAK DEVICE,
11. CONDUCTORS SHALL BE THHN/THWN EXCEPT WHERE SPECIFIED OTHERWISE ON THE DP AWINGS. CONDUCTORS NO, 8 AWG AND LARGER SHALL BE
1 . TILE WORK - FOR THE PURPOSES OF THIS SPECIFICATIONS SHALL BE A GENERIC MATERIAL SUCH AS MARBLE OR CERAMIC APPLIED TO A SURFACE.
JOINED BY AN APPROVED PRESSURE CONNECTOR, CONNECTION TO GROUND CONDUCTORS NO 1/0 AWG AND LARGER SHALL BE CAST BY FUSIBLE METAL
2. MORTAR AND GROUT MATERIALS AND INSTALLATION STANDARDS OF ANSI AND STANDARD SPECIFICATIONS FOR CER AMIC TILE ANSI A 137.1-80 APPLY
PROCESS. ALL CONDUCTORS MUST BE INSTALLED IN CONDUIT.
TO THE WORK
12. NO WIRE SMALLER THAN 14 AWG SHALL BE USED FOR POWER AND LIGHTING. ALL CONDUCTORS SHALL BE COPPER.
3. INSTALLATION TO COMPLY WITH ANSI A 108.1 THRU A 108. 10 AS APPLICABLE FOR THE TYPE OF TILE AND MET -HOD OF INSTALLATION WITH "STANDARD
13. CONDUIT FOR UNDERGROUND SHALL BE SCHEDULE 40 PVC UNLESS OTHER WISE SHOWN ANDIOR REQUIRED BY CODE.
SPECIFICATION FOR CERAMIC TILE" COMPLY WITH THE MANUFACTURERS INSTRUCTION FOR APPLICATION OF PROPRIETARY MATERIALS. CLEAN TILE
14. CONDUIT FOR ABOVE GRADE SHALL BE "GRC", "EMT", "LIQUID -TIGHT", AND FLEXIBLE PVC. SPARE CONDUITS SHALL HAVE A PULL WIRE INSTALLED.
IN ACCORDANCE WITH ANSI A 108. PROTECT FINISHED WORK.
15. ELECTRICAL PANELS SHALL HAVE PERMANENT ENGRAVED NAME PLATES ATTACHED. IDENTIFICATION MUST CONFORM TO ELECTRICAL DRAWINGS.
4. ALL GYPSUM DRYWALL TO BE TRUE AND LEVEL WITH NO VISIBLE SEAMS AND IMPERFECTIONS. FURR OUT AND STRIP CEILINGS AND WALLS AS
16. CONTRACTOR SHALL CHECK WITH ARCHITECT FOR DETAILED DIMENSIONS AND LOCATIONS OF OUTLETS AND EQUIPMENT AND FOR ANY CHANGES IN
REQUIRED TO ACHIEVE A SMOOTH LEVEL SURFACE.
LAYOUT,
5. ALL WALLS AND CEILINGS TO RECEIVE AT MINIMUM A SPRAY TEXTURE UNLESS OTHERWISE SPECIFIED BY OWNER.
17. CONTRACTOR SHALL CONNECT AIR CONDITIONERS, WATER HEATERS, PUMPS, FANS AND OTHER EQUIPMENT UNDER THIS SECTION.
6. ALL WALLS RECEIVING TILE OR MARBLE SHALL BE PROVIDED WITH DUROCK CEMENTITIOUS TILE BACKER BOARD
18. TYPEWRITTEN CIRCUIT IDENTIFICATION MUST BE INSTALLED IN ALL PANEL BOARDS AND SWITCHBOARDS.
7. ALL SURFACES TO BE PAINTED AND OR STAINED MUST BE PROPERLY PREPARED TO RECEIVE SAID PAINT OR STAIN IN ACCORDANCE WITH
19, MOUNT WALL SWITCHES 44" ABOVE FINISHED FLOOR, UNLESS OTHERWISE NOTED ON DRAWING. GANG SWITCHES WHERE EVER POSSIBLE.
MANUFACTURERS INSTRUCTIONS. WHERE TWO OR MORE COATS ARE SPECIFIED, EACH COAT MUST BE LET TO DRY COMPLETELY PR10R TO THE
20. MOUNT OUTLETS 12" ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED ON DRAWINGS.
APPLICATION OF THE NEXT COAT (24 HOURS DRYING TIME OR AS RECOMMENDED BY THE MANUFACTURER) WHICHEVER IS STRICTEST. EACH COAT TO
2 1. WHERE BOXES ARE MOUNTED ON OPPOSITE SIDES OF WALLS, A MINIMUM SEPARATION OF 24" SHALL BE MAINTAINED.
ACHIEVE CONTLETE COVER -AGE,
22. SWITCHES SHALL BE TOGGLE TYPE, SPECIFICATION GRADE.
8. PAINTING TO BE AS FOLLOWS
23. RECEPTACLES SHALL BE GROUND TYPE SPECIFICATION GRADE, RATED 20 AMPS,
a. WALLS - 3 COATS OF WASHABLE NTERIOR FLAT LATEX.
24.CONTRACTOR SHALL MAKE TESTS AND ADJUSTMENTS AS REQUIRED, UPON COMPLETION OF THE WORK AND BEFORE FINAL ACCEPTANCE BY THE OWNER
b. CEILINGS - 3 COATS OF WASHABLE INTERIOR FLAT LATEX,
THE CONTRACTOR SHALL TEST THE COMPLETE ELECTRICAL SYSTEM IN THE PRESENCE OF THE ENGINEER/APCHITECT FOR CONTINUITY, FUNCTION,
c. TRIM - 3 COATS OF OIL BASED PANT OR STAIN.
CONTROL, PERFORMANCE. LOAD BALANCE, GROUNDS, and SHORTS AND TO INSURE SATISFACTORY OPERATION AND CONFORMANCE TO CONTRACT
d. DOORS - 3 COATS OF OIL BASED PANT OR STAN.
REQUIREMENTS.
c. EXTERIOR - 3 COATS OF EXTERIOR FLAT LATEX
25. EQUIPMENT, LABOR AND MATERIAL REQUIRED FOR TESTING SHALL BE FURNISHED BY THE CONTRACTOR AS PART OF THIS CONTRACT.
f FERROUS METALS - TOUCH UP SHOP PRIMER PLUS 2 COATS OF SEMI -GLOSS ENAMEL.
26. AFTER COMPLETION OF THE WORK, THE CONTRACTOR SHALL SECURE CERTIFICATES OF FINIAL INSPECTION AND APPROVAL FROM AUTHORITIES HAVING
JURISDICTION.
9. ALL PANT AND STAIN COLORS TO BE APPROVED BY OWNER PRIOR TO APPLICATION.
10, STUCCO TO BE APPLIED IN A 3 COAT SYSTEM: LEVELNG, SCRATCH AND FINISH WITH A MINIMUMI/4" TOTAL THICKNESS OVER CMU AND A TOTAL
THICKNESS OF 7/8" OVER WIRE LATHE,
11, PROVIDE ALL NECESSARY STUCCO ACCESSORIES SUCH AS CORNER BEADS, EXPANSION BEADS ETC.
12. PROVIDE EXPANSION JOINTS AS NECESSARY TO PREVENT CRACKING,
13. PROVIDE ROUND CORNER BEADS THROUGHOUT.
27. WORKMANSHIP, MATERIALS �Nv APPARATUS UNDER THIS CONTRACT SHALL BE GEAR ANTEED FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL
ACCEPTANCE BY THE OWNER.
28.CONTRACTOR SHALL VERIFY WITH F,P&L THE LOCATION OF SERVICE AND SHALL LOCATE METER AND PANEL AS REQUIRED.
29. CONTRACTOR TO VERIFY WITH ELECTRICIAN IF OVERHEAD OR UNDERGROUND SERVICE IS TO BE INSTALLED.
30. ALL WIRE SHALL BE COPPER UNLESS OTHERWISE NOTED.
3 1. ELECTRICAL CONTRACTOR SHALL VERIFY ELECTRICAL PLAN, RISER DIAGRAM AND LOAD CALCULATIONS AND NOTIFY BUILDER OF ANY DISCREPANCIES
OR EMmarmuR 10INSWLA110N.
VISION 10 - SPECIALTIES 32. ELECTRICAL CONTP ACTOR TD SIZE MOST BRANCH CIRCUITS.
IT USED 33. ELECTRICAL CONTRACTOR TO COORDINATE P ACEWAY INSTALLATION WITH OTHER TRADES PRIOR TO CONSTRUCTION,
34. PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED By LOAD & UNIT
3 5. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER SPECIFICATIONS,
36. IN KITCHEN, DINING AND BATHROOMS, RECEPTACLE OUTLETS FOR COUNTER SPACES SHALL BE GFCl PROTECTED ACCORDING TO; NEC210-8(A).
VISION I I -EQUIPMENT: 37. PROVIDE ARC FAULT BREAKERS FO ALL BEDROOMS.
3 8. ALL CLOSED LIGHTING SHALL COMPLY WITH; NEC SEC. 4101
1 . PROVIDE ALL APPLIANCES PER PLAN AND BUILDER SPEC. INSTALL WITH ALL NECESSARY ACCESSORIES READY TO OPERATE 39, SMOKE DETECTORS SHALL BE CONNECTED TO KITCHEN OR BATE LIGHTING CIRCUITS AHEAD OF SWITCH AND HAVE SELF CONTAINED BATTERY BACKUP,
2. EXHAUST ALL APPLIANCES, RANGE, OVEN, GRILL, HOODS, CLOTHES DRYER, EXHAUST FANS ETC, TO THE EXTERIOR. FOLLOW MFG DETECTORS SHALL BE TANDEM WIRED SO ALL DETECTORS SOUND SIMULTANEOUSLY, AND BE CONNECTED TO ARC FAULT CIRCUITS.
RECOMMENDATIONS, 40. PRE -WIRE FOR GARAGE DOOR OPENER SENSORS. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON PLAN. PROVIDE PRE -WIRED TV OUTLETS FOR
3, ALL ROOF PENETRATIONS TO BE ON THE SIDE OR REAR ELEVATIONS. CABLE AS SHOWN ON PLANS.
4� PAINT ALL ROOF AND WALL PENETRATIONS TO MATCH ROOF OR WALL FINISH. 41. CONNECT #4 COPPER GROUND TO NEAREST COPPER COLD WATER LINE AND FOOTING STEEL AND SECURE WITH APPROVED BRASS CLAMP.
42. DEDICATED CIRCUITS TO HAVE NO MORE THAN 6 DUPLEX RECEPTACLES.
VISION 12- FURNISHING
)I USED
VISION 13 - SPECIAL CONSTRUCTION
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VERIFY ALL WIRE SIZES W/ EQUIPMENT MANUFACTURERS,
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SERVICE AND STATE CERTIFIED
INSTALLATION CAC032382
ir
WPB OFFICE (561) 689-1093 4; Conditioning 1643 DONNA RD.
WPB FAX (561) 478-0089 & WEST PALM BEACH, FL 33409
PSL OFFICE (772) 878-7577
PSL FAX (772) 878-7510 Mechanical, Inc. 679 SW SEA HOLLY TERRI
TOLL FREE (800) 462-1989 PORT ST. LUCIE, FL 34984
5C x"L'J6-�
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MFG - CARRIER
C.U. 25HBC536AO03
A. H. I FXID N F037TOO 8.7 HSPF
HEAT - 5 KW
S.E.E.R - 15.0 Seer
ELECTRIC - 208 - 230 - 1 PH
BRK C.U= 35 AHU 35
REF. LINE 3/4 & 3/8
total cap 34,800 BTU
HEA`1 POMP -sy�*7F/v`
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NEW RESIDENCE
ST. LUCIE COUNTY
NEIGHBORHOOD STABELIZATION PROGRAM
MODEL 1587
FABRICATION AGREEMENT
TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED
The legal description of the property where the trusses will be installed is:
A=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
5PAGING NOTE
ALL TRUSSE5 ARE TO BE 5ET
AT 2'-04 ON CENTER
EXC,EPT A5 NOTED
MULTIPLE PLY TRUSSES MUST BE
=ASTENED TOGETHER PER ENGINEERING
I BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
IA IF MULTIPLE PLY.
M
DON'T LIFT TRUSSE
WITH SPANS LONGER WHAN
30' BY THE PEAK.
I CONSULT BCSI
30'Sp Al 301 60'Span
Sprea�er Bar
rees
4 1/2 11,
Line span approx.
Truss must be set this way if crone used.
Truss is an exampis, your truss may not motor.
isist crone operator sets truss this way.
T,,g _Approx 2/3 to--,,
Line 1/2 of Span
REFER TO 8CSI
Truss must be set this way If crone used.
This is an example, truss may not match.
Insist crane operator sets truss this way.
All load bearing walls, headers,
beams & lintels must be in place
at indicated height before trusses
,& are installed. AL
E::> L IFE
UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES
ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR
ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT
WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS.
CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR.
U REPRE5ENT5 A HANGER
For Truss to Truss
Connections see
hanger/connector
schedule in engineering
package.
Carrying Girde
Nails must be as
shown. Guide tabs
Dome angle nails.
SEAT PLATES BY CHAMBE-RMS
INDICATES LOAD BEARING
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-0"
ABOVE FINISHED FLOOR
heel = 4 1/16"
SQUARE CUT END
2 x 4 Top Chord
BEARING HEIGHT 8'-O�
TYPICAL END DETAIL
ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER
BAR OF
16'- 22'IN LENGTH
Do not
stand
on
trusses until
they are
braced
per
BCSI
& properly
nailed
to
straps &
hangers
HA-ragr schedulge
Use I-JUS26 for 2X4, U46 for 4X2 except as
I - —6Carrier Hanger ID
�C�arrie=�d
truss truss
truss truss
heel = 4 1/16"
SQUARE CUT END
2 x 4 Top Chord
BEARING HEIGHT V-0-
END DETAIL: A
AW,
IMPORTANT NOTE:
STEP CEILING IN MASTER IS NOT PER PLANS.
SOFFIT ARE INCREASED FROM 2'-0" TO Z-8"
AND STEP REDUCED FROM 1611 TO 8".
FILE COPY
The undersigned acknowledges and agrees:
1. Trusses will be made in strict accordance with this truss placement diagram layout,
which is the sole authority for determining successful fabrication of the trusses.
2. All dimensions in this layout have been verified by the undersigned.
3. Unless written notice is provided by certified mail to Chambers Truss within ten (10)
days of delivery the undersigned agrees that no backcharges will be allowed. In the event
such written notice is furnished Chambers Truss shall have three (3) business days in which
to begin repairs required, or to substitute other trusses, at Chambers option.
4. The undersigned acknowledges receipt of "BCSI 1-03" summary sheet by TPI & WTCA.
5. Delivery is to job site. It is the buyer's responsibility to make the job site suitable for
delivery. Chambers Truss has the sole authority to determine the suitability of the job site or a
portion of the job site for delivery. Chambers Truss will be responsible for dump delivery only.
The buyer is responsible for additional delivery expenses if Chambers Truss has to redeliver
because job site is not prepared for delivery or buyer is not prepared for delivery of trusses.
Buyer is responsible to Chambers Truss for towing costs due to site conditions.
6. Price as shown in paragraph 7 below is subject to change if any changes are made in
this layout. A $50 per hour fee for revisions may be charged by Chambers Truss.
7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no
agreement a reasonable price. Invoice will be made on delivery and paid within terms of net
on delivery. Invoice may be made at scheduled date of delivery if buyer cannot accept
delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss reasonable
attorney's fee for collections in event of payment not timely made. 1-1/2 % per month service
charge will be added for all sums not paid within terms.
8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein.
9. In consideration of Chambers Truss extending credit for this material the undersigned
unconditionally guarantees payment when due of any and all indebtedness owed to
Chambers Truss by any entity receiving material and the undersigned agrees to pay such
indebtedness including attorneys fees, if default in payment for material be made by the
recipient.
10. In the event of any litigation concerning this agreement, the items furnished hereunder
or payments referred to herein, the parties agree that the sole venue for any such action will
be Saint Lucie County, Florida.
11. Design responsibilities are per "'National Standard And Recommended Guidelines On
Responsibilities For Construction Using Metal Plate Connected Wood Trusses
ANSI/TPI/WTCA 4 - 2002
TITLE
Aspreaderbarmaybe required per*W;SI I-W'Ilo prevent k*iry & damage.
Z
Multiple ply trusses must be fastened together per engineering
before they are set, failure to do so can result In roof collapse.
Temporary and permanent bracing are required and can save life
and property and is the responsibility of the truss erector.
Study the contents of the Information packet included on delivery
before setfing trusses.
Trusseamustbesetand braced perdesiplIDPIVININdirJUNY&dMIGI(FIL
Trusses must be set plumb and square
Do not set bunks or stack of plywood, roofing material or any
other concentrated loads on trusses, this can cause collapse.
DO NOT SET TRUSSES USING THIS LAYOUT
USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES
CHAMBERS TRUSS INC
0000
3105 Oleander Avenue
Fort Pierce, Florida 34982-6423
800-551-5932
Fort Pierce 772-465-2012 Fax 772-465-8711
Vero Beach 772-569-2012 Stuart 772-286-3302
Web Site: CHAMBERSTRUSS.COM
Email: MAIL@CHAMBERSTRUSS.COM
A %D0CT0RMS%C0NTtAY,D0C Olffi�
90.5/92.6 MITEK 4.2
LOADINGIDESIGN CRITERIA REDUCIBLE
DESIGN CRITERIA PER CODE SUCH AS Sac ISM 6 1
County
SAINT LUCIE
Building Department
ST LUCIE COUNTY
Wind Design Criteria
ASCE 7-2005
Wind Design Method
Main Wind Force Resisting
Roofing Material
Shingle or Shake
Loading in PSF
Roof R.D.L.
Top Chord Live
20
Top Chord Dead
7 4.2
Bottom Chord Live
10 Non -Concurrent
ottom Chord Dead
10 3
TOTAL Load
37 7.2
Duration Factor
1.25
Wind Speed
140mph
Top Chord C.B.
Sheeting by builder.
Bottom Chord C.B.
Sheeting by builder.
Highest Mean Height
13'-0"
Building Type
ENCLOSED
Building Category
II:Non Restrictive
Exposure Category
B:URBAN/SUBURBAN
Barrier Island
No
Conforms to FBC 2007/2009 AMENDED
MAJ.l_.=mes;xrainmg ueaC1 LOBO l,.ts.:=uonvnuous uracing
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Building Designer and/or Engineer of Record.
Chambers Truss Inc. Drawing Name: 70052
Scale: 1/4 = 1'
121 total trusses, 36 different trusses.
MI 4: SAE ACAD: SAE Reviewed By:M!h�
Date: 04/29/11
FOR
GRANDE CONSTRUCTION
DESCRIPTION:
MODEL 1587
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
36 TRUSS DRAWINGS ARF ATTACHFn TO I- AYOt JT
7001.92