00-0045-016 i
DIVISION 1 - GENERAL REQUIREMENTS CONSTRUCTION MEANS & METHODS CONCRETE NOTES CONT. : DOOR AND WINDOW NOTES:
1. WORK SHALL COMPLY WITH THE FOLLOWING: 1. SHORES, BRACING AND RESHORES: WELDED WIRE MESH TO BE 6 X 6 10/10 STEEL. LAP JOINTS 1'-6", PROVIDE DOUBLE LAYER BENEATH ALL GLASS IN FRENCH DOORS AND SLIDING GLASS DOORS SHALL BE TEMPERED GLASS AND SHALL
A. THESE GENERAL NOTES (UNLESS OTHERWISE NOTED ON PLANS OR THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS (INCLUDING ENGINEERING CALCULATIONS) ALL BEARING WALLS, EXTEND FOR A DISTANCE OF 30". MEET THE REQUIREMENTS OF THE S.F.B.C. SECTION 3508
SPECIFICATIONS). FOR ALL SHORES, VERTICAL AND LATERAL BRACING AND RESHORES (AND REMOVAL OF SAME) "FIBER MIX STEALTH MULTI-FILAMENT FIBERS" IS APPROVED FOR SLAB REINFORCING AT EXTERIOR CATEGORY 1 150 Lb. IMPACT TEST ------
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B. SOUTH FLORIDA BUILDING CODE TO BE USED BY HIM FOR THIS CONSTRUCTION. THE ABOVE SHALL BE DESIGNED, PATIO/PORCH SLABS. CATEGORY II 400 Lb. IMPACT TEST
C. ALL APPLICABLE LOCAL AND STATE CODES, ORDINANCES AND REGULATIONS. SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER ENGAGED BY THE VAPOR BARRIERS BENEATH SLABS TO BE 6 MIL POLYETHYLENE. ISSUANCE FOR
D. NATIONAL ELECTRICAL CODE, OSHA AND NATIONAL FIRE PREVENTION ASSOC. CONTRACTOR AS A DELEGATED ENGINEER FOR THE ABOVE ELEMENTS. ALL FIXED GLASS SHALL MEET THE REQUIREMENTS OF THE S.F.B.C. SECTION 3508.2. ALL GLASS ^
2. ON SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE A/E WILL NOT DESIGN FORM WORK AND BRACING, NOR ASSUME RESPONSIBILITY FOR THE FOUNDATION NOTES: SHALL BE SINGLE PANE NOT TINTED.
RESPONSIBILITY OF THE GENERAL CONTRACTOR. NOTED DIMENSIONS TAKE PRECEDENT OVER SHORES, BRACING AND STABILITY DURING CONSTRUCTION.REQUIRED TO BE REVIEWED FOR GENERAL COMPLIANCE WITH THE STRUCTURAL L DESIGN INTEND. ❑BIDDING SET ONLY
SCALE. CONTRACTOR TO SUBMIT THE SIGNED AND SEALED SHOP DRAWINGS TO THE E, FOOTINGS SHALL BEAR ON CLEAN SAND FILL COMPACTED TO ACHIEVE BEARING CAPACITY OF 2500 VERIFY ALL MASONRY AND WOOD FRAME OPENING SIZES TO FIT DOORS AND WINDOWS BEFORE ❑CONSTRUCTION SET ONLY
...PSF- PROVIDE COMPACTION TEST TO BUILDING DEPARTMENT INDICATING BEARING VALUE SPECIFIED CONSTRUCTION NOTIFY ARCHITECT IF CONFLICT EXISTS
3. THE GENERAL NOTES AND TYPICAL DETAILS APPLY THROUGHOUT THE JOB UNLESS o El BUILDING PERMIT•SET"lONY."!
OTHERWISE NOTED OR SHOWN. 2. THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCE OR PROCEDURES, SAFETY DO NOT PROCEED WITH THE WORK UNTIL BEARING VALUE HAS BEEN ACHIEVED.
PRECAUTIONS, SHORES, RESHORES, LATERAL BRACING AND PROGRAMS IN CONNECTION WITH " EGRESS WINDOWS SHALL PROVIDE A CLEAR OPENING NOT LESS THEN 20" IN WIDTH, 24" IN HEIGHT, 5.7 3 REV1 .,,,,••"'"'••
THE PROJECT, ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. OUR SERVICES DO NOT TOP OF TYPICAL FLOOR SLAB (+0'-0") SHALL BE A MINIMUM OF 18 ABOVE CROWN OF ROAD OR W REV2
4. ALL CONDITIONS AND ALL APPLICABLE REQUIREMENTS OF THE CONTRACT BETWEEN THE GUARANTEE NOR ASSURE LIABILITY FOR THE JOB SAFETY, TEMPORARY SHORING AND BRACING ABOVE FLOOD CRITERIA. SQ. FT.. IN AREA WITH THE BOTTOM OF THE OPENING NOT MORE THAN 44 ABOVE THE FINISHED FLOOR � ,. K �v �
SUBCONTRACTOR AND BUILDER SHALL GOVERN ALL SECTIONS OF THE SPECIFICATIONS. AS REQUIRE PER 3111.2(b)(3) OF THE BROWARD COUNTY EDITION OF THE S.F.B.C. . REVS <• "
AND THE PERFORMANCE OF THE CONTRACTOR. SOILS SHALL BE TREATED FOR TERMITES PRIOR TO PLACEMENT OF THE CONCRETE. MATERIALS AND
5. ALL WORK THAT IS IMPLIED OR REASONABLY INFERABLE FROM THE CONTRACT DOCUMENTS, 3. THE CONTRACTOR IS RESPONSIBLE AND SHALL COMPLY WITH THE SAFETY REQUIREMENTS OF INSTALLATION MUST COMPLY WITH ALL GOVERNING CODES AND REGULATIONS PROVIDE 2 YEARS ALL OPENINGS TO BE COVERED BY PRODUCTS WHICH HAVE DADE COUNTY PRODUCT APPROVAL ;; ;
DRAWINGS, AND SPECIFICATIONS, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CHAPTER 33 OF THE SOUTH FLORIDA BUILDING CODE AND ALL LOCAL, STATE AND FEDERAL RE-TREATMENT WARRANTY. FOR MISSILE/DEBRIS TEST OR SHALL BE PROTECTED BY APPROVED HURRICANE SHUTTERS.
ALL DRAWINGS AND SPECIFICATIONS ARE DIRECTED TO THE ATTENTION OF THE CONTRACTOR
AND THE INCLUSION OF ANY WORK BY MENTION, NOTE OR DETAIL. ITEMIZATION OR 4. PROVIDE ALL SHORING, BRACING AND SHEETING AS REQUIRED FOR SAFETY, STRUCTURAL
CONCRETE SLABS AS REQUIRED FOR MECHANICAL EQUIPMENT. VERIFY EXACT SIZE WITH WINDOW SUPPLIER/MANUFACTURER IS TO PROVIDE CONTRACTOR WITH ROUGH DIMENSIONS FOR ALL
IMPLICATION, HOWEVER BRIEF MEANS THAT THE CONTRACTOR SHALL PROVIDE AND INSTALL STABILITY AND FOR THE PROPER EXECUTION OF THE WORK. REMOVE WHEN WORK IS Ja',,,x'.•}a''"•"'
CONTRACTOR.
SAME. ALL WORK PERFORMED TO BE PART OF A COMPLETE PACKAGE WITHIN THE COMPLETED.
WALL CONDITIONS PRIOR TO POURING THE SLAB TO INSURE COORDINATION WITH ALL MASONRY
FILLED CELLS AND CONCRETE COLUMNS LOCATIONS. �
DEFINITIONS OF NORMAL INDUSTRY STANDARDS. PROVIDE AND MAINTAIN GUARD LIGHTS AT ALL BARRICADES, RAILINGS, OBSTRUCTIONS IN THE 4" THICK 2500 PSI CONCRETE SLAB WITH 6 X 6 10/10 W.W.F. (DOUBLY REINFORCED 30" FROM
STREETS, ROADS OR SIDEWALKS AND ALL TRENCHES OR PITS ADJACENT TO PUBLIC WALKS SUPPORT AT ALL PERIMETER EDGES) ON VAPOR BARRIER OVER 2500 PSF BEARING CAPACITY. AFFIX SEAL HERE
6 BY ALL PERMITS,THE SUBCONTRACTORNIN ALL FIELDS APPROVALS,
OFTHIS WORK, AND SHALL BE AAND PAID OR ROADS. THE FOUNDATION DOES NOT REQUIRE ANY ADDITIONAL TRANSFER BARS OTHER THAN DOUBLE MESH FINISH NOTES:
6. AT ALL TIMES, PROVIDE PROTECTION AGAINST WEATHER (RAIN, WIND, STORMS OR THE SUN),
RESPONSIBLE FOR THE COORDINATION OF INSPECTION AND APPROVALS OF HIS SO AS TO MAINTAIN ALL WORK, MATERIALS, APPARATUS AND FIXTURES FREE FROM INJURY AS INDICATED ON THE PLANS. MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 SQ. FT.
WORK. PRIME BUILDING PERMITS SHALL BE OBTAINED BY THE GENERAL OR DAMAGE. MASONRY NOTES - FLOORS AND BASE SHALL BE OF IMPERVIOUS MATERIALS PER S.F.B.C. 1408.2(B). �La
CONTRACTOR. AT THE END OF THE DAYS WORK, COVER ALL WORK LIKELY TO BE DAMAGED. ANY WORK 0 TE S :
7. ALL WORK COMPLETED OR OTHERWISE, SHALL BE PROPERLY PROTECTED AT ALL DAMAGED BY FAILURE TO PROVIDE PROTECTION SHALL BE REMOVED AND REPLACED WITH
TIMES. CONTRACTOR SHALL FOLLOW ALL ACCEPTED METHODS OF SAFETY PRACTICE
NEW WORK AT THE SUBCONTRACTOR'S EXPENSE. ALL MASONRY BLOCK SHALL CONFORM TO THE REQUIREMENTS OF ASTM C90 FOR LOAD BEARING USE MOISTURE RESISTANT BOARD IN ALL BATHROOMS AND OTHER WET AREAS.
•
AND PROVIDE ALL FENCES, BARRICADES, ETC. AS MAY BE NEEDED TO PROTECT THE CONCRETE MASONRY.
LIFE AND PROPERTY AND AS MAY BE REQUIRED BY AUTHORITIES HAVING TILE FINISH SELECTED BY OWNER.
JURISDICTION OVER THIS WORK. HE SHALL REPAIR AT HIS OWN COST ANY DAMAGES PRE CAST CONCRETE UNITS ALL MORTAR SHALL BE MINIMUM OF TYPE M (M-2500 PSI) OR S (S-1800 PSI) MORTAR OR La
TO THE PREMISES OR ADJACENT WORK CAUSED BY HIS OPERATION. 1. ALL PRE CAST UNITS (INDIVIDUAL UNITS OR SYSTEM) SHALL BE DESIGNED BY THE CONTRACTOR'S EQUIVALENT PER S.F.B.C. SECTION 2702.108. TOILETS: N
OR PRE CAST MANUFACTURERS DELEGATED STRUCTURAL ENGINEER. THE DELEGATED ENGINEER ALL CONCRETE COLUMNS INTEGRAL WITH THE MASONRY SHALL BE CAST AFTER THE MASONRY HAS
8. DISCREPANCIES: THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE PROJECT SHALL HAVE A MINIMUM (3) YEAR EXPERIENCE IN THE DESIGN OF THE PARTICULAR ELEMENTS. BEEN LAID UP SUCH THAT THE CONCRETE IS INTERLOCKED WITH THE MASONRY.
TOILET ROOMS SHALL HAVE A MINIMUM WIDTH OT THREE FEET AND A MINIMUM AREA OR 15 SQ. FT. AS
THROUGH INSPECTION OF THE SITE, THE DRAWINGS AND SPECIFICATIONS, SO AS TO PER SECTION 1405.2(b) OF THE S.F.B.C. . B5 W W O
THOROUGHLY UNDERSTAND THE WORK. ANY AND ALL DISCREPANCIES AND OMISSIONS 2. SUBMIT SHOP DRWGS, ALL CALCULATIONS AND COMPUTER PRINTOUTS PREPARED BY AND THE THE CONTRACTOR SHALL PROVIDE AND BE RESPONSIBLE FOR ADEQUATE BRACING OF ALL
SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF ANY WORK. SIGNED AND SEALED BY THE DELEGATED STRUCTURAL ENGINEER, COMPUTATIONS SHALL BE MADE MASONRY CONSTRUCTION. ALL WALLS ARE TO BE FULLY BRACED AGAINST WIND AND OTHER NAILING SCHEDULE:
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT DISCREPANCIES OR FOR EACH MEMBER AND FOR THE SYSTEM (AS APPLICABLE). ENCLOSE A LEGEND OR A FORCES UNTIL THE ROOF, WALLS AND FLOOR CONSTRUCTION IS STRUCTURALLY COMPLETE.
OMISSIONS ARE REPORTED AND CLARIFICATION OBTAINED FROM THE ARCHITECT PRIOR DESCRIPTION OF ALL ABBREVIATIONS AND NOMENCLATURES USED IN THE CALCULATIONS AND PROVIDE CONTROL JOINTS IN ALL MASONRY WALLS GREATER THAN 30 FEET IN LENGTH, UNLESS SEE FASTENER SCHEDULE FOR NAILING AND FASTENER REQUIREMENTS ON WINDOW AND DOOR O
WORK BEING DONE, ANY WORK THAT PROCEEDS OTHERWISE SHALL BE, IF INCORRECTLY COMPUTER INPUT/OUTPUT. OTHERWISE NOTED. CONTROL JOINTS SHALL BE LOCATED AT NO MORE THAN 30' O.C. . ALL VERTICAL FRAMES, ROOF ASSEMBLIES, WALL ASSEMBLIES (SHEATHING, FURRING, LATH, SILL PLATES), ETC. a W
PERFORMED, REPLACED OR REPAIRED WITH THE COST OF THE SAME BEING BORNE BY THE ALL UNITS SHALL BE DESIGNED AND MANUFACTURED IN ACCORDANCE WITH THE BUILDING CODE, CONTROL JOINTS SHALL BE RAKED JOINTS UNLESS NOTED OTHERWISE. a W
CONTRACTOR. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS FOR COORDINATION. DESIGN MANUAL AND A.C.I. CODE MEMBERS SHALL BE DESIGNED TO CARRY ALL EXPECTED
9. OMISSIONS: IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION CONSTRUCTION FACE LOADS. EXPANSION JOINTS IN MASONRY SHALL BE PROVIDED AT APPROXIMATELY EVERY 120' BUT AT A Z F..�
ARE NOT FULLY SHOWN ON THE DRAWINGS, THEN THEIR CONSTRUCTION SHOP DRAWINGS SHALL SHOW AND SPECIFY CONCRETE TYPE AND STRENGTH, JOIST ANCHORAGE, DISTANCE NO GREATER THAN 150' O.C. a cn O F--I
SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT STEEL INSERTS, CONC. COVERS BEARING DIMENSIONS PLAY LAYOUT AND LOCATION OF EACH REINFORCED MASONRY WALLS ARE USED TYPICALLY THROUGHOUT THE BUILDING THEREFORE CARE
ARE SHOWN OR NOTED. FOR ANY CLARIFICATIONS IT SHALL BE THE PRE CAST MEMBER, CONNECTIONS TO OTHER STRUCTURES AND SUPPORTS, ALL PENETRATIONS MUST BE TAKEN BY THE CONTRACTOR TO INSURE QUALITY OF WORK AND PROPER PLACEMENT OF W O
RESPONSIBILITY OF THE CONTRACTOR TO CONSULT THE ARCHITECT BEFORE (AS REQUIRED BY OTHER TRADES) LOAD TRANSFERRING, COMPONENTS, DESIGN LOADS AND OTHER ALL REINFORCEMENT. VERTICAL WALL REINFORCING SHALL BE LAP SPLICED AT NO GREATER THAN O1 H rT1
PROCEEDING WITH ANY WORK IN QUESTION. RELATED INFORMATION ALSO SHOWN IN THE STRUCTURAL DRAWINGS. 8'-0" O.C. AND SHALL BE LAPPED A MINIMUM OF 2'-0". CLEAN OUTS MUST BE PROVIDED AT ALL o O1
5. ALL LOAD AND REACTIONS APPLIED BY THE PRE CAST ELEMENTS ONTO THE SUPPORTING LOCATION WHERE SPLICES OCCUR WITHOUT EXCEPTION. THE CONTRACTOR SHALL ASSURE THAT ALL
10. BEFORE COMMENCING WITH ANY WORK, ALL CONTRACTORS SHALL FILE WITH REINFORCEMENT IS PROPERLY PLACED AND CENTERED IN THE WALL. LOCATION SIZE SPACING
THE BUILDER CURRENT INSURANCE CERTIFICATES IN THE AMOUNTS STRUCTURE SHALL BE CLEARLY INDICATED IN THE SHOP DRAWINGS, IF REQUIRED. ____
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6. DELEGATED ENGINEER SHALL ALSO DESIGN AND INDICATE ON THE SHOP DRAWINGS ALL • •
REQUESTED BY THE BUILDER FOR WORKMAN'S COMPENSATION PROVIDE FILLED CELLS AT ALL GIRDER TRUSS BEARING LOCATIONS AS INDICATED AND PLYWOOD WALL 8d COMMON 6"OC PANEL EDGES o
`- COMPREHENSIVE GENERAL LIABILITY, BODILY INJURY AND PROPERTY DAMAGE. COORDINATE WITH MANUFACTURERS ROOF TRUSS SHOP DRAWINGS.
IT IS THE INTENTION R THE PARTIES THAT THE SUBCONTRACTOR SHALL TEMPORARY SHORING AND ATTACHMENTS, FORM WORK, BRACING AND RESHORES (INCLUDING TIME SHEATHING NAILS 6"OC PANEL SUPP. o
OR REMOVAL THEREOF) AS REQUIRED FOR SAFE ERECTIONS OF THE PRE CAST UNITS OR ------------------------------ _______________ � [-I w
INDEMNIFY THE BUILDER AND ARCHITECT FOR ANY AND ALL COST, SUITS, SYSTEM. MASONRY WALLS HAVE BEEN DESIGNED IN ACCORDANCE TO S.F.B.C. 2705 FOR ENGINEERED UNIT PLYWOOD ROOF 8d RING SHANK N Z W
AND JUDGMENTS FOR PROPERTY DAMAGE AND PERSONAL INJURY MASONRY, BY ACI 530-92, ASCE 5-92 AND TMS 402-92. 4"OC PANEL EDGES ' •
(INCLUDING DENTAL), ARISING OUT OF THE WORK OF ANY CONTRACTOR. NO FABRICATION OF PREFAB COMPONENTS SHALL BEGIN UNTIL ALL SHOP DRAWINGS AND SHEATHING (ZONE3) NAILS 6"OC INT. SUPP. A
CALCULATIONS HAVE BEEN REVIEWED BY THE ENGINEER OF RECORD AND THE ARCHITECT. GLASS BLOCK :0 C K : Q
11. ALTERING STRUCTURAL MEMBERS: NO STRUCTURAL MEMBER SHALL BE PLYWOOD ROOF 8d COMMON 6"OC PANEL EDGES =
OMITTED, NOTCHED, CUT, BLOCKED OUT, 8. ALL METAL CONNECTIONS SHALL BE RUST PROOF PAINTED. ALL FIELD WELDS SHALL BE WIRE-
OR RELOCATED WITHOUT PRIOR SHEATHING (ZONE1) NAILS � � O
APPROVAL BY THE ARCHITECT AND/OR A STRUCTURAL ENGINEER. BRUSH CLEANED AND RUST PROOF PAINTED. TOUCH UP WITH RUST PROOF PAINT ALL ALL GLASS BLOCK SHALL BE PROVIDED WITH PANEL ANCHORS SPACED 24" C/C VERTICAL AND --------------- 6 OC INT. SUPP. U a
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COATED STEEL DAMAGED DURING TRANSPORTATION, ERECTION OR ADJACENT WELDING ---------------
REINFORCING ( DOUBLE WIRE MESH) IN HORIZONTAL JOINTS AT 24" C/C CONT. 1X2 PT WD FURR. 0.099 X1\" SM �
12. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING OPERATIONS. ALL WELDS SHALL BE INSPECTED BY CERTIFIED WELDING INSPECTOR. 12"OC
STRIPS @EXT. c
INSPECTIONS AS PER 302.3 e) S.F.B.C. MORTAR TO HAVE COMPRESSIVE STRENGTH TYPE S (S-1800 PSI) AT 20 DAYS. MASONRY WALLS
EXPANSION STRIPS TO BE PLACED PER MANUFACTURER'S SPECIFICATIONS.
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GENERAL: EXCAVATION , FOOTING, AND FOUNDATION ALL GLASS BLOCK SHALL BE INSTALLED AS PER S.F.B.C. SECTION 2704.2 (L).
EXT. WINDOW BUCK 0.099 X1\" SM „-------------- O . .
1. THE DRAWINGS ARE INTENDED TO SHOW THE GENERAL ARRANGEMENT, DESIGN NOTES AND SPECIFICATIONS FRAMING: @ MASONRY 6 OC
AND EXTENT OF THE WORK ARE PARTIALLY DIAGRAMMATIC, THEY ARE NOT INTENDED ---------------
TO BE SCALED FOR ROUGH-IN MEASUREMENTS, OR TO SERVE AS SHOP DRAWINGS 1. EXCAVATIONS TOP ELEVATION OF BEAMS AND PLATES ARE AS NOTED ON PLANS. EXT. DOOR BUCK @ P • • u
UNTIL PROVISIONS FOR PERMANENT SUPPORT HAVE BEEN MADE. ALL EXCAVATIONS SHALL BE MASONRY WALL N Z w E-� 0
2. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE PROPERLY GUARDED AND PROTECTED SO AS TO PREVENT THE SAME FROM BECOMING DANGEROUS FRAMING LUMBER FOR HEADERS, BEAMS AND COLUMNS, TRUSS BRACING, ETC., SHALL HAVE A MINIMUM a
TYPICAL AND SHALL BE CONSTRUCTED TO APPLY TO ANY SITUATION ELSEWHERE ON TO LIFE AND PROPERTY AND SHALL BE SHEET PILED. BRACED AND / OR SHORED. WHERE Fb= 1000 PSI, Fv= 75 PSI AND E= 1400 KIPS, UNLESS OTHERWISE NOTED (No. 2 OR BETTER). EXT. WINDOWS & DOOR ` p U O
THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL OR SECTION IS SHOWN. NECESSARY. TO PREVENT THE ADJOINING EARTH FROM CAVING IN: SUCH PROTECTION TO BE BY LAMINATED WOOD BEAMS SHALL BE " TIMBERMAX" LAMINATED VENEER LUMBER AS MANUFACTURED STRAP
3. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR AND ALL THE SUBCONTRACTORS THE PERSON CAUSING THE EXCAVATION TO BE MADE. NO EXCAVATION. FOR AND PURPOSE. SHALL BY ALPINE STRUCTURES OR APPROVED EQUAL. Fb= 2925 PSI AND E= 2000 KIPS.
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SHALL VERIFY ALL GRADES, LINES, LEVELS, DIMENSIONS AND COORDINATE EXISTING EXTEND WITHIN ONE FOOT OF THE ANGLE OF REPOSE OF ANY SOIL BEARING FOOTING OR GARAGE DOOR 3" -'-------------
CONDITIONS AT THE JOB SITE WITH THE PLANS AND SPECIFICATIONS. THEY SHALL FOUNDATION UNLESS SUCH FOOTING OR FOUNDATION IS FIRST PROPERLY UNDERPINNED OR PROVIDE (2) 2 X 8 HEADERS ABOVE OPENINGS IN BEARING WALLS UNLESS OTHERWISE SHOWN ON BUCKS PINS MAX. 9" OCR 8
REPORT ANY INCONSISTENCIES OR ERRORS IN THE ABOVE TO THE ARCHITECT/ PROTECTED AGAINST SETTLEMENT. PLAN. PROVIDE (2) 2 X ( )'S STUDS UNDER HEADERS, GIRDER, TRUSSES, ETC., UNLESS OTHERWISE ------------------------------ STAGGERED m ono
ENGINEER BEFORE COMMENCING WORK. THE CONTRACTOR AND HIS SUBCONTRACTORS 2. FOUNDATIONS SHOWN. MULTIPLE HEADERS AND STUDS SHALL BE SECURELY SPIKED TOGETHER. WD. BOT. SILL PLATE 1\" ANCHOR BOLTS --- M
SHALL LAYOUT THEIR WORK FROM ESTABLISHED REFERENCE POINTS AND BE BRNG. WALLS ONLY HILTI SDM -72-S36 MAX. 48" 0/C
RESPONSIBLE FOR ALL LINES, ELEVATIONS AND MEASUREMENTS IN CONNECTION WITH THE STRUCTURE SHALL BE CONSTRUCTED ON MONOLITHIC FOOTINGS, WHICH HAVE BEEN DESIGNED ALL WORK IS TO CONFORM THE MINIMUM ,STANDARDS OF THE LATEST APPLICABLE S.F.B.C. g C,211 �
PIN 16"O.C. ®
FOR A MAXIMUM BEARING CAPACITY OF 2500 PSF. COMPLY WITH RECOMMENDATIONS OF NFPA MANUAL FOR HOUSE FRAMING, NFPA RECOMMEND NAILING ------------------------------ MAX. 16" 0/C .---,
THEIR WORK.
2.2 COMMENCEMENT OF CONSTRUCTION SCHEDULE AND NFPA NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. WIRE LATH
4. IF ANY ERRORS OR OMISSIONS APPEAR IN THE DRAWINGS, GENERAL NOTES OR OTHER (A) THE CONTRACTOR SHALL NOT PROCEED WITH CONSTRUCTION OF FOUNDATIONS OR EACH PIECE OF LUMBER SHALL BE MARKED BY AN AGENCY CERTIFIED BY THE BOARD OF REVIEW PAS ODE NAIL 6" 0/C SIDE O O •--+
DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE A/E IN WRITING OF SUCH OMISSION SUPERSTRUCTURE WITHOUT SOIL BORING TEST BEING PERFORMED. SHOULD THE CONTRACTOR AMERICAN LUMBER STANDARDS COMMITTEE. LAPS TO SUPP.& TIED Z 00
OR ERROR PRIOR TO PROCEEDING WITH ANY WORK WHICH APPEARS IN QUESTION. ENCOUNTER ANY CONDITIONS IN THE FIELD THAT MAY BE CONDUCIVE TO A CHANGE IN BEARING --------------- ,�
IN THE EVENT OF THE CONTRACTOR'S FAILING TO GIVE SUCH AN ADVANCED NOTICE, CAPACITY, THE SAME SHALL BE CONDUCIVE TO A CHANGE IN BEARING CAPACITY, THE SAME PROVIDE (3) 2 X 4 (MIN.) POST NAILED TOGETHER WITH 16d NAILS @ 4"O.C. AT EACH END OF ROOFING PAPER --------------- BETWEEN SUPP. 8
HE SHALL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY SUCH ERRORS OR SHALL BE NOTED AND REPORTED TO THE ARCHITECT ENGINEER WHO WILL PERFORM FIELD VISIT OPENINGS OF LOAD BEARING PARTITIONS 12GA. WIRE RING 0/C
OMISSIONS AND THE COST OF RECTIFYING THE SAME. / AND AT GIRDER BEARING LOCATIONS WHERE SHANKED NAILS --------------- H N
AND WILL PROVIDE INSTRUCTIONS FOR PROCEEDING WITH THE WORK, IN WRITING. SUPERIMPOSED LOADS DO NOT EXCEED 385 PSI.
(B) THE CONTRACTOR SHALL NOT PROCEED WITH THE CONSTRUCTION OF FOUNDATIONS OR PROVIDE DRAFT STOPPING SEPARATING USABLE SPACES INTO AREAS OF NO GREATER THAN 3000 W/MIN.20 RINGS/IN.&€ 0 TO 40
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5. THE CONTRACTOR SHALL USE THE STRUCTURAL DRAWINGS AND SPECIFICATIONS TOGETHER SUPERSTRUCTURE WITHOUT PERMISSION FROM THE ENGINEER UPON THE ENGINEER'S COMPLETION HEAD LONG - 6 0/C IN DIR. OF
SQ. FT. AS PER S.F.B.C. 20006.5. H O
WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND OTHER TRADE DRAWINGS AND OF ANY NECESSARY REVISIONS TO THE FOUNDATION PLANS RESULTING FROM THE THROUGH 32GA SHEET ROLL 12 0/C �, M
SHOP DRAWINGS, TO LOCATE DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS, RECESSES, GEOTECHNICAL ENGINEER'S REPORT. EVALUATION AND RECOMMENDATIONS. REVISED PLANS MTL. TIN CAPS MIN-1 ACROSS WIDTH OF
OPENINGS, BOLT SETTING, SLEEVES, DIMENSIONS, ETC. NOTIFY AA IN WRITING OF SHALL BE ISSUED FOR COMMENCEMENT OF CONSTRUCTION WHERE NECESSARY. NON BEARING PARTITIONS: "& MAX. OF 2"- ROLL
CL ANY POTENTIAL CONFLICTS BEFORE PROCEEDING WITH THE WORK.
-::r a ALL INTERIOR NON BEARING PARTITIONS SHALL BE 3 5/8" MTL. OR 2 X 4 WOOD STUDS AT 24" O.C. _______________
SHOP D R A WG' S 8c DELEGATED E N G I N E E R I N : CONCRETE NOTES: MAXIMUM SPACING WITH \ MINIMUM GYPSUM DRYWALL EACH SIDE. _______________[ LONG RING SHANKED '� �'
0 CD CLI
0 1. ALL SHOP DRAWINGS SHALL BE SUBMITTED FOR A/E'S REVIEW ONLY AFTER THEY HAVE CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 301 AND SHALL ATTAIN A MINIMUM BEARING P A R TI TI 0 N S: DRIP EDGE C:, NAILS M
"' = BEEN THOROUGHLY REVIEWED BY THE CONTRACTOR FOR CONSTRUCTION METHODS, COMPRESSIVE STRENGTH IN 28 DAYS OF 3000 PSI FOR BEAMS AND COLUMNS UNLESS OTHERWISE 10d. GALV --------------- ° M
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cu c_ DIMENSIONS AND OTHER TRADE REQUIREMENTS, AND STAMPED WITH THE CONTRACTOR'S NOTED. BEARING PARTITIONS ARE TO BE 1 HOUR RATED AS PER S.F.B.C. TABLE 37-B ITEM 79. 6"CL THROUGH , COO I
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APPROVAL STAMP. THE A/E ASSUMES NO RESPONSIBILITY FOR DIMENSIONS, QUANTITIES, --------------- DRIP EDGE S �
�- ENGINEERING DESIGN BY DELEGATED ENGINEERS, ERRORS OR OMISSIONS AS A RESULT OF CONCRETE, WHEN PLACED SHALL HAVE A MAXIMUM SLUMP OF 6 INCHES. N -
� � N
m REVIEWING ANY SHOP DRAWINGS. ANY ERRORS OR OMISSIONS MUST BE MADE GOOD BY 2 PER TILE a con
DESIGN AND LOCATION OF CONSTRUCTION JOINTS SHALL CONFORM STRICTLY TO THE REQUIREMENTS ROOF TRUSSES ARE TO BE DESIGNED BY THE TRUSS MANUFACTURER TO MEET OR EXCEED THE
THE CONTRACTOR. IRRESPECTIVE OF RECEIPT, CHECKING OR REVIEW OF DRAWINGS BY THE
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�+ A/E AND EVEN THOUGH WORK IS DONE IN ACCORDANCE WITH SUCH DRAWINGS. OF THE PLANS. ANY CONSTRUCTION OR CONTROL JOINTS DESIRED OR PREFERRED BY THE SPECIFIED DESIGN LOADS IN ADDITION TO OTHER ARCHITECTURAL OR GOVERNING BUILDING CODE A N
° CONTRACTOR SHALL BE APPROVED BY THE ARCHITECT PRIOR TO CONSTRUCTION OF THOSE AREAS. REQUIREMENTS. THE ROOF TRUSS DESIGN IS TO BE COMPLETE WITH ALL TEMPORARY AND
EQUIVALENT PNEUMATIC FASTENERS APPROVED BY LOCAL BLDG. DEPT. ARE
BEFORE STRUCTURAL INSPECTIONS CAN BE MADE ON A PORTION OF THE STRUCTURE, ALL PERMANENT BRACING, BRIDGING, ATTACHMENTS, AND ANCHORAGE FOR FINAL INSTALLATION. ACCEPTABLE.
RELATED SHOP DRAWINGS, DELEGATED ENGINEERING, PRODUCT APPROVAL, MANUFACTURERS CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURER'S SHOP DRAWINGS FOR LOCATION OF ALL THE TRUSSES HAVE BEEN LAID OUT CONSIDERING THE SUPPORTING SUPERSTRUCTURE . .
DATA AND OTHER RELATED INFORMATION MUST BE REVIEWED AND ACCEPTED BY THE A/E
3 AND APPROVED BY THE BUILDING DEPARTMENT. EMBEDDED ITEMS SUCH AS FLOOR SAFES, PIPES SLEEVES, ANCHOR BOLTS, ETC., PRIOR TO PLACING (WALLS & BEAMS) OF THE BUILDING. ALL BEARING WALLS AND BEAMS ARE INDICATED ON THE PLANS. Q Q Q Q Q Q Q Q
THE CONCRETE. o
THE FRAMING SCHEME (INCLUDING BEARING POINTS) OF THE TRUSSES CAN NOT BE CHANGED WITHOUT a
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3. THE A/E WILL REVIEW ALL SHOP DRAWINGS, PREPARED AND SIGNED AND SEALED BY THE WRITTEN APPROVAL OF THE ARCHITECT OF RECORD.
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ONTRACTOR'S DELEGATED ENGINEER, ONLY FOR GENERAL COMPLIANCE WITH THE DESIGN CONCRETE PROTECTION OF REINFORCING BARS SHALL BE AS FOLLOWS: SUBMIT DESIGN CALCULATIONS AND SHOP DRAWINGS WITH TRUSS LAYOUT SHOWN SIGNED AND
INTENT, REQUIRED LOADING AND COORDINATION WITH THE STRUCTURE AS SHOWN ON THE " " SEALED BY A FLORIDA REGISTERED ENGINEER TO THE ARCHITECT OF RECORD FOR REVIEW AND a
w PERMIT PLANS. FOOTINGS 3 CLR. BOTTOM AND SIDES, 2 CLR. ON TOP D D D A
� WALLS 2" CLR. OUTSIDE FA`CE�L1R. INSIDE FACE APPROVAL PRIOR TO FABRICATION. THE DRAWINGS ARE TO INDICATE ALL POINTS OF LOADING CL
CD 4. CONTRACTOR SHALL SUBMIT TO A/E 3 SETS OF BLUEPRINTS SLABS [" CLR. ALONG WITH ASSOCIATE REACTIONS. THE DRAWINGS ARE ALSO TO CLEARLY INDICATE WORK AND
:91 ra L OF THE STRUCTURAL SHOP DRAWINGS FOR REVIEW , BEFORE STARTING FABRICATION. A E MATERIALS SUPPLIED BY THE TRUSS MANUFACTURER AND THE WORK AND MATERIALS REQUIRED
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° ° / BEAMS \"1ELR. TO TIES FROM THE CONTRACTOR.
Ir 4-j+' WILL RETURN THE MARKED-UP AND STAMPED SETS TO THE CONTRACTOR .
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J 3 ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL CONFORMING TO ASTM A615- GRADE 60. ALL ROOF SHEATHING NOTE:
DETAILING AND ACCESSORIES SHALL CONFORM TO TYPICAL DETAILS SHOWN IN THE "MANUAL OF
•H �, STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ACI 315, LATEST EDITION". ALL ROOF SHEATHING TO BE 19/32" THICK CDX PLYWOOD SHEATHING. a
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CD ° ALL CONTINUOS VERTICAL OR HORIZONTAL BARS IN FOOTINGS FOUNDATIONS WALL SLABS AND INSTALL WITH THE LONG DIM. OF PANEL ACROSS SUPPORTS WITH THE PANEL CONTINUOS OVER TWO °
OR
m o OTHER CONCRETE SHALL BE LAP SPLICED 36 BAR DIAMETER OR 1'-6" MINIMUM WHICHEVER IS
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o GREATER (EXCEPT AS NOTED IN DRAWINGS). ALL BARS AT THE END OF CONTINUOS FOOTINGS, PROVIDE EDGE SUPPORT BY MEANS OF TRUSSES, RAFTERS, PANEL CLIPS OR LUMBER BACKING.
"' +' BEAMS OR CONTINUOS HORIZONTAL ELEMENTS SHALL BE CONTINUED TO FAR SIDE OF INTERSECTING ALLOW -" SPACING AT PANEL ENDS AND EDGES, UNLESS OTHERWISE RECOMMENDED BY PANEL O�
m ELEMENTS. MANUFACTURER.
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