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DIVISION I ® GENERAL REQUIREMENTS CONSTRUCTION MEANS & METHODS CONCRETE NOTES CONT.: DOOR.-,AND-WINDOW NOTES: ^^^ n^ ^ ^ ^ ^ ^^
1. WORK SHALL COMPLY WITH THE FOLLOWING: 1. SHORES, BRACING AND RESHORLS: WELDED WIRE MESH TO BE 6 X 6!10/10 STEEL. LAP JOINTS 1'-6", PROVIDE DOUBLE LAYER BENEATH GLASS inl z RE^ ^ ^ ^ ^ ^n- ^
r,CH D600-6 AND SLIDING GLASS DOORS SHALL 5E 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". qty;MEET THE REQUIREMENTS OF THE 6FU3.C. SECTION 3508 �
SPECIFICATIONS). FOR ALL SHORES, VERTICAL AND LATERAL BRACING AND RESHORES LAND REMOVAL OF SAME) "FIBER MIX STEALTH MULTI-FILAMENT FIBERS" IS APPROVED FOR SLAB REINFORCING AT EXTERIOR
' 5. SOUTH FLORIDA BUILDING CODE TO BE USED BY H1M FOR THIS CONSTRUCTION. THE ABOVE SHALL BE DESIGNED, CATEGORY.l 150 Lb. IMPACT LEST - ^ ------ ^^^^ ^- ^
PATIO/PORCH SLABS: r g tEGORY�11 400 Lb, IM�ACa TESL ^^ ^ I
G. 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. ^ T D. NATI ONAL ELECTRICAL CODE, OSHA AND NATIONAL FIRE PREVENtfON ASSOC. CONTRACTOR AS A DELEGATED ENGINEER FOR THE ABOVE ELEMENTS. 'AFL FIXED GLASS SHALL MEEt THE REQUIREMENTS OF THE SF.g.C. SECTION 35082. AL G ASS E FOR
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. L L �
RESPONSIBILITY OF THE GENERAL CONTRACTOR NOTED DIMENSIONS TAKE PRECEDENT OVER SHORES, BRACING AND STABILITY DURING CONSTRUCTION. ❑BIDDING SET ONLY
SCALE. CONTRACTOR t0 SUBMIT THE SIGNED AND SEALED SHOP DRAWINGS TO THE A/E, AS i❑coNSrRUCTION SET ONLY
REQUIRED t0 BE REVIEWED FOR GENERAL COMPLIANCE WITH THE STRUCTURAL DESIGN INTEND. FOOTINGS SHALL BEAR ON CLEAN SAND FILL COMPACTED TO ACHIEVE BEARING CAPACITY OF 2500 VERIFY ALL MASONRY AND WOOD FRAME OPENING SIZES t0 FIT DOORS AND WINDOWS BEFORE
3. THE GENERAL NOTES AND TYPICAL DETAILS APPLY THROUGHOUT THE JOB UNLESS PSF- PROVIDE COMPACTION TEST TO BUILDING DEPARTMENT INDICATING BEARING VALUE SPECIFIED. CONSTRUCTION. NOTIFY ARCHITECT IF CONFLICT EXISTS. -1 BUILDING PERMIT SET-ONLY
.I
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, RESNORES , LATERAL BRACING ANp PROGRAMS IN CONNECTION WITH EGRESS WINDOWS SHALL PROVIDE A CLEAR OPENING NOT LESS THEN 20" IN WIDTH, 24" IN HEIGHT, 5.1 REV1 .•'•4 ,k•'4
4. ALL CONDITIONS AND ALL APPLICABLE REQUIREMENTS OF THE CONTRACT BETWEEN THE 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 IS" ABOVE CROWN OF ROAD OR SQ.FT- IN AREA WITH THE BOTTOM OF THE OPENING NOT MORE THAN 44" ABOVE THE FINISHED F L 00 R a REV2
SUBCONTRACTOR AND BUILDER SHALL GOVERN ALL SECTIONS OF THE SPECIFICATIONS. GUARANTEE NOR ASSURE LIABILITY FOR THE JOB SAFETY, TEMPORARY SHORING AND BRACING ABOVE FLOOD CRITERIA
AND THE PERFORMANCE OF THE CONTRACTOR AS REQUIRE PER 31112(bX3)OF THE BROWARD COUNTY EDITION OF THE SFB.C. . REV3," ,
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/DE5RIS TEST OR SHALL BE PROTECTED BY APPROVED HURRICANE SHUTTERS. L
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 STA51LITY AND FOR THE PROPER EXECUTION OF THE WORK REMOVE WHEN WORK IS 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
DEFINITIONS OF NORMAL INDUSTRY STANDARDS. 4" THICK 2500 PSI CONCRETE SLAB WITH 6 X 6 10/10 W.WF. (DOUBLY REINFORCED 30" FROM FILLED CELLS AND CONCRETE COLUMNS LOCATIONS.
PROVIDE AND MAINTAIN GUARD LIGHTS At ALL BARRICADES, RAILINGS, OBSTRUCTIONS IN SHE SUPPORT At ALL PERIMETER EDGES) ON VAPOR BARRIER OVER 2500 PSF BEARING CAPACITY. a AFFIX SEAL HERE
STREETS, ROADS OR SIDEWALKS AND ALL TRENCHES OR PITS ADJACENT TO PUBLIC WALKS
6. ALL PERMITS, INSPECTIONS, APPROVALS, ETC., SHALL BE APPLIED FOR MINAND PAID OR ROADS. FINISH NOTES:
BY THE SUBCONTRACTOR IN ALL FIELDS OF HIS WORK, AND SHALL BE THE FOUNDATION DOES NOT REQUIRE ANY ADDITIONAL TRANSFER BARS OTHER THAN DOUBLE MESH
RESPONSIBLE FOR THE COORDINATION OF INSPECTION AND APPROVALS OF HIS Co. At ALL TIMES,PROVIDE PROTECTION AGAINST WEATHER (RAIN, WIND, STORMS OR THE SUN), AS INDICATED ON THE PLANS. MIRRORS SHALL BE ANCHORED TO SCUDS WHEN IN EXCESS OF SQ. Ft.
WORK PRIME BUILDING PERMITS SHALL BE OBTAINED BY THE GENERAL SO AS t0 MAINTAIN ALL WORK,MATERIALS, APPARATUS AND FIXTURES FREE FROM INJURY 9
CONTRACTOR
OR DAMAGE.
1. AT THE END OF THE DAYS WORK, COVER ALL WORK LIKELY TO BE DAMAGED. ANY WORK MASONRY NOTES: BATHROOM FLOORS AND BASE SHALL BE OF IMPERVIOUS MATERIALS PER SF.5.G. 14082(5). H
1. ALL WORK COMPLETED OR OTHERWISE, SHALL BE PROPERLY PROTECTED AT ALL DAMAGED BY FAILURE TO PROVIDE PROTECTION SHALL BE REMOVED AND REPLACED WITH USE MOISTURE RESISTANT BOARD IN ALL BATHROOMS AND OCHER WET AREAS.
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 CSO FOR LOAD BEARING
AND PROVIDE ALL FENCES, BARRICADES, ETC. AS MAY BE NEEDED TO PROTECT THE CONCRETE MASONRY.
TILE FINISH SELECTED BY OWNER
= LIFE AND PROPERTY AND AS MAY BE REQUIRED BY AUTHORITIES HAYING
JURISDICTION OVER TH16 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 W
TO THE PREMISES OR ADJACENT WORK CAUSED BY HIS OPERATION. EQUIVALENT PER SPB.C. SECTION 2102.105. TOILETS:
1. ALL PRE CAST UNITS (INDIVIDUAL UNITS OR SYSTEM) SHALL BE DESIGNED BY SHE CONTRACTOR'S N
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_ OR PRE CAST MANUFACTURER'S DELEGATED STRUCTURAL ENGINEER THE DELEGATED ENGINEER ALL CONCRETE COLUMNS INTEGRAL WITH SHE MASONRY SHALL BE CAST AFTER THE MASONRY HAS
6. 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 FEEL AND A MINIMUM AREA OR 15 SQ, Ft. AS W Q
THROUGH INSPECTION OF THE SITE, THE DRAWINGS AND SPECIFICATIONS, SO AS t0 PER SECTION 14052(b) OF THE SF.B.C. .
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 A M-•1
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 �± �+
It IS THE RESPONSIBILITY OF THE CONTRACTOR t0 INSURE THAT DISCREPANCIES OR FOR EACH MEMBER AND FOR THE SYSTEM lAS APPLICABLE) ENCLOSE A LEGEND OR A FORCES UNTIL THE ROOF, WALLS AND FLOOR CONSTRUCTION IS STRUCTURALLY COMPLETE. NAILING SCHEDULE: a/ W
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 AN aW O
WORK BEING DONE, ANY WORK THAT PROCEEDS OTHERWISE SHALL BE, IF INCORRECTLY COMPUTER INPUT/OUTPUT. OTHERWISE NOSED. CONTROL JOINTS SHALL BE LOCATED AS NO MORE THAN 30' O.C. . ALL VERTICAL D DOOR
PERFORMED, REPLACED OR REPAIRED WITH THE COST OF THE SAME BEING BONE BY THE ALL UNITS SHALL BE DESIGNED AND MANUFACTURED IN ACCORDANCE WITH THE BUILDING CODE, FRAMES, ROOF ASSEMBLIES, WALL ASSEMBLIES (SHEATHING,FURRING, LATH, SILL PLATES), ETC. 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 CONTROL JOINTS SHALL BE RAKED JOINTS UNLESS NOTED OTHERWISE,
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CONSTRUCTION FACE LOADS. EXPANSION JOINTS IN MASONRY SHALL BE PROVIDED AT APPROXIMATELY EVERY 120' BUT AT A
S. OMISSIONS: IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION DISTANCE NO GREATER THAN 150' O.C. .
ARE NOT FULLY SHOWN ON THE DRAWINGS,THEN THEIR CONSTRUCTION SHOP DRAWINGS SHALL SHOW AND SPECIFY CONCRETE TYPE AND STRENGTH,JOIST ANCHORAGE, REINFORCED MASONRY WALLS ARE USED TYPICALLY THROUGHOUT THE BUILDING THEREFORE CARE O 0
SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT STEEL INSERTS, CONC. COVERS BEARING DIMENSIONS PLAY LAYOUT AND LOCATION OF EACH §
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 Q�
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 U►' �T��
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 V-0". CLEAN OUTS MUST BE PROVIDED At ALL
LOCATION WHERE SPLICES OCCUR WITHOUT EXCEPTION. THE CONTRACTOR SHALL ASSURE THAT ALL Z 1■� A
10. BEFORE COMMENCING WITH ANY WORK, ALL CONTRACTORS SHALL FILE WITH 5. ALL LOAD AND REACTIONS APPLIED BY THE PRE CAST ELEMENTS ONTO THE SUPPORTING REINFORCEMENT IS PROPERLY PLACED AND CENTERED IN THE WALL. LOCATION SIZE SPACING �■-I
THE BUILDER CURRENT INSURANCE CERTINCATIES IN THE AMOUNTS STRUCTURE SHALL BE CLEARLY INDICATED IN THE SHOP DRAWINGS, IF REQUIRED.
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REQUESTED BY THE BUILDER FOR WORKMAN'S COMP)=NSAtfON, 6. DELEGATED ENGINEER SHALL ALSO DESIGN AND INDICATE ON THE SHOP DRAWINGS ALL 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. TEMPORARY SHORING AND ATTACHMENTS FORM WORK BRACING AND RESHORES (INCLUDING TIME COORDINATE WITH MANUFACTURERS ROOF TRUSS SHOP DRAWINGS. SHEATHING -_-_ NAILS 6"OC PANEL SUPP.
. . . .
IT IS THE INTENTION OF THE PARTIES THAT SHE SUBCONTRACTOR SHALL OR REMOVAL THEREOF)AS REQUIRED FOR SAFE ERECTIONS OF THE PRE CAST UNITS OR --------------- ---------------
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INDEMNIFY THE BUILDER AND ARCHITECT FOR ANY AND ALL COST, SUITS, SYSTEM. MASONRY WALLS HAVE BEEN DESIGNED IN ACCORDANCE TO 5r-B.C, 2105 FOR ENGINEERED UNIT PLYWOOD ROOF 8d RING SHANK 4"OC PANEL EDGES
AND JUDGMENTS FOR PROPERTY DAMAGE AND PERSONAL INJURY MASONRY, BY ACI 530-92, ASCE 5-92 AND TMS 402-92. Z • •
NO FABRICATION OF PREFAB COMPONENTS SHALL BEGIN UNTIL ALL SHOP DRAWINGS AND SHEATHING IZONE3) NAILS 6 OC INT. BUFF.
(INCLUDING DENTAL), ARISING OUT OF THE WORK OF ANY CONTRACTOR A A !
CALCULATIONS HAVE BEEN REVIEWED BY THE ENGINEER OF RECORD AND THE ARCHITECT. --------------- ------------- -
11. ALTERING STRUCTURAL MEMBERS: NO STRUCTURAL MEMBER SHALL BE g. ALL METAL CONNECTIONS SHALL BE RUE PROOF PAINTED. ALL FIELD WELDS SHALL BE WIRE- LASS BLOCK: PLYWOOD ROOF Sd COMMON (VOC PANEL EDGES o []
OMITTED,NOTCHED, CUT, BLOCKED OUT, OR RELOCATED WITHOUT PRIOR SHEATHING (ZONEI) NAILS 6 OG INT. WIMP.
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APPROVAL BY THE ARCHITECT AND/OR A STRUCTURAL ENGINEER. BRUSH CLEANED AND RUST PROOF PAINTED. TOUCH UP WITH RUST PROOF PAINT ALL _______________ _______________ _______________ r � r��
ALL GLASS BLOCK SHALL BE PROVIDED WITH PANEL ANCHORS SPACED 24" C/C VERTICAL AND o V V �I
COATED STEEL DAMAGED DURING TRANSPORTATION, ERECTION OR ADJACENT WELDING REINFORCING ( DOUBLE WIRE MESH) IN HORIZONTAL JOINTS At 24" C/C CONT. IX2 PT WD FURR OMS X11/2" SM 12"OC
12. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING OPERATIONS. ALL WELDS SHALL BE INSPECTED BY CERTIFIED WELDING INSPECTOR �._,. STRIPS EXT.
INSPECTIONS AS PER 3023 (e) 5RB.C. MORTAR TO HAVE COMFr�5SIVE STRENGTH TYPE S (S-1800 PSI) At 20 DAYS. MASONRY WALLS rn ON
- 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 SFB.C. SECTION 21042 lL). EXT. WINDOW BUCK opa-B X11/2" SM 6"OC •
- 1. THE DRAWINGS ARE INTENDED t0 SHOW THE GENERAL ARRANGEMENT, DESIGN
NOTES AND SPECIFICATIONS FRAMING: - MASONRY
AND EXTENT OF SHE WORK ARE PARTIALLY DIAGRAMMATIC, THEY ARE NOT INTENDED
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- TO BE SCALED FOR ROUGH-IN MEASUREMENTS, OR TO SERVE AS SHOP DRAWINGS I. EXCAVATIONS TOP ELEVATION OF BEAMS AND PLATES ARE AS NOTED ON PLANS. EXT. DOOR BUCK a pq�
UNTIL PROVISIONS FOR PERMANENT SUPPORT HAVE BEEN MADE. ALL EXCAVATIONS SHALL BE MASONRY WALL Z �j ��• [-'� o
2. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE PROPERLY GUARDED AND PROTECTED SO AS t0 PREVENT THE SAME FROM BECOMING DANGEROUS FRAMING LUMBER FOR HEADERS, BEAMS AND COLUMNS, TRUSS BRACING, ETC., SHALL HAVE AMINIMUM --------------- z O
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= 15 PSI AND E= 1400 KIPS, UNLESS OTHERWISE NOTED (No. 2 OR BETTER). EXT. WINDOWS 4 0 A 8 A !
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 DOOR STRAP Z
--------------- --------------- ---------------
I 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. H
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 311 MAX. 9" OCR
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 STAGGERED
PROTECTED AGAINST SETTLEMENT. PLAN. PROVIDE (2)2 X ( )'S SCUDS UNDER HEADERS,GIRDER, TRUSSES, ETC., UNLESS OTHERWISE
REPORT ANY INCONSISTENCIES OR ERRORS IN THE ABOVE TO THE ARCHITECT/ --------------- ------------- W
ENGINEER BEFORE COMMENCING WORK THE CONTRACTOR AND HIS SUBCONTRACTORS 2. FOUNDATIONS SHOWN.MULTIPLE HEADERS AND STUDS SHALL BE SECURELY SPIKED TOGETHER WD. 50T. SILL PLATE ire" ANCHOR BOLTS MAX. 48" O/C
SHALL LAYOUT THEIR WORK FROM ESTABLISHED REFERENCE POINTS AND BE BRNG. WALLS ONLY HILT( SDM -12-536 W THE STRUCTURE SHALL BE CONSTRUCTED ON MONOLITHIC FOOTINGS, WHICH HAVE BEEN DESIGNED ALL WORK IS t0 CONFORM THE MINIMUM STANDARDS OF THE LATEST APPLICABLE SFU3.C. PIN 16"O.C. MAX. 16" O/C g �
RESPONSIBLE FOR ALL LINES, ELEVATIONS AND MEASUREMENTS IN CONNECTION WITH FOR A MAXIMUM BEARING CAPACITY OF 2500 PSF. �.,
THEIR WORK COMPLY WITH RECOMMENDATIONS OF NFPA MANUAL FOR HOUSE FRAMING,NFPA RECOMMEND NAILING ------
22 COMMENCEMENT OF CONSTRUCTION SCHEDULE, AND NFPA NATIONAL DESIGN SPECIFICATIONS FOR WOOL) CONSTRUCTION. WIRE LATH NAIL 6" O/C SIDE
114X.120
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 PASLODE LAPS t0 SUPPA TIED o
DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE A/E IN WRITING OF SUCH OMISSION SUPERSTRUCTURE WITHOUT SOIL BORING TEST BEING PERFORMED. SHOULD THE CONTRACTOR EACH PIECE OF LUMBER SHALL BE MARKED BY AN AGENCY CERTIFIED BY THE BOARD OF REVIEW, BETWEEN SUPP, 6"
OR ERROR PRIOR TO PROCEEDING WITH ANY WORK WHICH APPEARS IN QUESTION. AMERICAN LUMBER STANDARDS COMMITTEE.
ENCOUNTER ANY CONDITIONS IN THE FIELD THAT MAY BE CONDUCIVE TO A CHANGE IN BEARING --------------- -
IN THE EVENT OF THE CONTRACTOR'S FAILING t0 GIVE SUCH AN ADVANCED NOTICE, 6 -----WIRE------ O/C
..�
CAPACITY, THE SAME SHALL BE CONDUCIVE t0 A CHANGE IN BEARING CAPACITY, THE SAME PROVIDE (3) 2 X 4 (MIN.)POST NAILED TOGETHER WITH 1d NAILS 4"O.C. At EACH END OF ROOFING PAPER 12GA. WIRE RING
HE SHALL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY SUCH ERRORS OR a
SHALL BE NOTED AND REPORTED TO THE ARCHITECT/ENGINEER WHO WILL PERFORM FIELD VISIT OPENINGS OF LOAD BEARING PARTITIONS AND AT GIRDER BEARING LOCATIONS WHERE SHANKED NAILS 0 TO 40
OMISSIONS AND THE COST OF RECTIFYING THE SAME. AND WILL PROVIDE INSTRUCTIONS FOR PROCEEDING WITH THE WORK, IN WRITING. SUPERIMPOSED LOADS DO NOT EXCEED 385 PSI. SHANKS NAILIN 438 6" O/C IN DIR OF
THE CONTRACTOR SHALL USE SHE STRUCTURAL (B) THE CONTRACTOR SHALL NOT PROCEED WITH THE CONSTRUCTION OF FOUNDATIONS OR PROVIDE DRAFT STOPPING SEPARATING USABLE SPACES INTO AREAS OF NO GREATS THAN 3000 HEAD LONG -
5. ROLL 12" O/C
R RAL DRAWINGS AND SPECIFICATIONS TOGETHER SUPERSTRUCTURE WITHOUT PERMISSION FROM THE ENGINEER UPON THE ENGINEER'S COMPLETION SQ,FT. AS PER SF B.G. 200065. R THROUGH 32GA SHEET ACROSS WIDTH OF O
WITH THE ARCHITECTURAL,MECHANICAL, ELECTRICAL AND OTHER TRADE DRAWINGS AND OF ANY NECESSARY REVISIONS TO THE FOUNDATION PLANS RESULTING FROM THE THROUGH
CAPS MINE(- ROLL p
SHOP DRAWINGS, t0 LOCATE DEPRESSED SLABS,, SLOPES, DRAINS, OUTLETS, RECESSES, GEOTECHNICAL ENGINEER'S REPORT. EVALUATION AND RECOMMENDATIONS. REVISED PLANS ®N SEARING PARTITIONS:
�i$"4 MAX. OF 2"� w
OPENINGS, BOLT SETTING, SLEEVES, DIMENSIONS, ETC, NOTIFY A/E IN WRITING OF SHALL BE ISSUED FOR COMMENCEMENT OF CONSTRUCTION WHERE NECESSARY.
ANY POTENTIAL CONFLICTS BEFORE PROCEEDING WITH THE WORK,
C ALL INTERIOR NON BEARING PARTITIONS SHALL BE 3 5/8" MTL. OR 2 X 4 WOOD STUDS At 24" O.C.
SHOP RAWG S DELEGATED ENGINEERING.
CONCRETE NOTES: MAXIMUM SPACING WITH ��z" MINIMUM GYPSUM DRYWALL EACH SIDE. DRIP EDGE SHANKED NAILS ---------------
1. ALL SHOP DRAWINGS SHALL BE SUBMITTED FOR A/E'S REVIEW ONLY AFTER THEY HAVE CONCRETE SHALL CONFORM TO SHE REQUIREMENTS OF ACI 301 AND SHALL ATTAIN A MINIMUM SEARING PARTITIONS: �md a�Y 6"GL THROUGH � v a 60
BEEN THOROUGHLY REVIEWED BY THE CONTRACTOR FOR CONSTRUCTION METHODS, COMPRESSIVE STRENGTH IN 28 DAYS OF 3000 PSI FOR BEAMS AND COLUMNS UNLESS OTHERWISE M
DIMENSIONS AND OTHER TRADE REQUIREMENTS AND STAMPED WITH THE CONTRACTOR'S NOTED. BEARING PARTITIONS ARE TO BE'1 HOUR RATED AS PER S.F.5.C. TABLE 31-5 ITEM 19. ROOF TILE DRIP EDGE
�tl 00
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APPROVAL STAMP. SHE A/E ASSUMES NO RESPONSIBILITY FOR DIMENSIONS, QUANTITIES, CONCRETE, WHEN PLACED SHALL HAVE A MAXIMUM SLUMP OF 6 INCHES. li
--------------- 2 PER TILE 5
ENGINEERING DESIGN BY DELEGATED ENGINEERS, ERRORS OR OMISSIONS AS A RESULT OF --------------- T,� Z N
REVIEWING ANY SHOP DRAWINGS. ANY ERRORS OR OMISSIONS MUST BE MADE GOOD BY �' �C
THE CONTRACTOR IRRESPECTIVE OF RECEIPT, CHECKING OR REVIEW OF DRAWINGS BY THE DESIGN AND LOCATION OF CONSTRUCTION JOINTS SHALL CONFORM STRICTLY t0 THE REQUIREMENTS ROOF TRUSSES ARE t0 BE DESIGNED BY THE TRUSS MANUFACTURER t0 MEET OR EXCEED THE --------------- v
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
CONTRACTOR SHALL BE APPROVED BY THE ARCHITECT PRIOR TO CONSTRUCTION OF THOSE AREAS. REQUIREMENTS. THE ROOF TRUSS DESIGN IS t0 BE COMPLETE WITH ALL TEMPORARY AND
2. BEFORE STRUCTURAL INSPECTIONS CAN BE MADE ON A PORTION OF THE STRUCTURE, ALL EQUIVALENT PNEUMATIC FASTENERS APPROVED BY LOCAL BLDG. DEPT.
RELATED SHOP DRAWINGS, DELEGATED ENGINEERING, PRODUCT APPROVAL,MANUFACTURER' PERMANENT BRACING, BRIDGING, ATTACHMENTS, AND ANCHORAGE FOR FINAL INSTALLATION, ARE ACCEPTABLE. a
DATA AND OTHER RELATED INFORMATION MUST BE REVIEWED AND ACCEPTED BY THE A/E CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURERS SHOP DRAWINGS FOR LOCATION OF ALL THE TRUSSES HAVE BEEN LAID OUT CONSIDERING THE SUPPORTING SUPERSTRUCTURE
AND APPROVED BY THE BUILDING DEPARTMENT. EMBEDDED ITEMS SUCH AS FLOOR SAFES, PIPES SLEEVES, ANCHOR BOLTS, ETC., PRIOR t0 PLACING (WALLS 4 BEAMS) OF THE BUILDING, ALL BEARING WALLS AND BEAMS ARE INDICATED ON THE PLANS.
SHE CONCRETE. THE FRAMING SCHEME (INCLUDING BEARING POINTS) OF THE TRUSSES CAN NOT BE CHANGED WITHOUT
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3. THE A/E WILL REVIEW ALL SHOP DRAWINGS PREPARED AND SIGNED AND SEALED BY THE WRITTEN APPROVAL OF SHE ARCHITECT OF RECORD, m cd
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CONTRACTOR'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 SHE STRUCTURE AS SHOWN ON THE SEALED BY A FLORIDA REGISTERED ENGINEER TO THE ARCHITECT OF RECORD FOR REVIEW AND
PERMIT PLANS. FOOTINGS 3 CLR BOTTOM AND SIDES, 2 CLR ON TOP APPROVAL PRIOR TO FABRICATION. THE DRAWINGS ARE TO INDICATE ALL POINTS OF LOADING D D D O O D O q
WALLS 2 CLR OUTSIDE FACE, 11/2 CLR INSIDE FACE ALONG WITH ASSOCIATE REACTIONS. THE DRAWINGS ARE ALSO TO CLEARLY INDICATE WORK AND a
4. CONTRACTOR SHALL SUBMIT TO A/E 3 SETS OF BLUEPRINTS SLABS 3/4" CLR
OF THE STRUCTURAL SHOP DRAWINGS FOR REVIEW , BEFORE STARTING FABRICATION. A/E MATERIALS SUPPLIED BY THE TRUSS MANUFACTURER AND THE WORK AND MATERIALS REQUIRED
BEAMS 1- 2 CLR t0 TIES FROM THE CONTRACTOR °
WILL RETURN THE MARKED-UP AND STAMPED SETS TO THE CONTRACTOR .
ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL CONFORMING TO ASTM 4615- GRADE 60. ALL ROOF SHEATHING NOTE:
DETAILING AND ACCESSORIES SHALL CONFORM TO TYPICAL DETAILS SHOWN IN THE "MANUAL OF
STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ACI 315, LATEST EDITION". ALL ROOF SHEATHING TO BE 19/32" THICK CDX PLYWOOD SHEATHING.
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 D-1 i
OTHER CONCRETE SHALL BE LAP SPLICED 36 BAR DIAMETER OR 1'-6" MINIMUM WHICHEVER IS
OR MORE SPANS. �
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 Of
ELEMENTS. MANUFACTURER
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