00-0045-036 DIVISION I GENERAL REQUIREMENTS CONSTRUCTION MEANS & METHODS CONCRETE NOTES CONT.: DOOR AND WINDOW NOTES:
1. WORK SHALL COMPLY WITH THE FOLLOWING: I. SNORES, BRACING AND RESNORES: WELDED WIRE MESH TO BE 6 X 6 10/10 STEEL. LAP JOINTS I'-6", PROVIDE DOUBLE LAYER BENEATH ALL GLASS IN FRENCH DOORS AND SLIDING GLASS DOORS SHALL BE TEMPERED GLASS AND.SNA�.�_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 i3
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
B. SOUTH FLORIDA BUILDING CODE TO BE USED BY HIM FOR THIS CONSTRUCTION. THE ABOVE SHALL BE DESIGNED, PATIO/PORCH SLABS. CATEGORY 11 400 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 SF.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. � ❑BIDDING SET ONLY
CONTRACTOR TO SUBMIT THE SIGNED AND SEALED SHOP DRAWINGS TO THE A/E, AS ❑CONSTRUCTION SET ONLY
SCALE. FOOTINGS SHALL BEAR ON CLEAN $AND FILL COMPACTED TO ACHIEVE BEARING CAPACITY OF 2500 VERIFY ALL MASONRY AND WOOD FRAME OPENING SIZES TO FIT DOORS AND WINDOWS BEFORE
REQUIRED TO BE REVIEWED FOR GENERAL COMPLIANCE WITH THE STRUCTURAL DESIGN INTEND. 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 ❑BUILDING PERMIT SET ONLY
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 5:1 REVS ""'• f
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 50TTOM OF THE OPENING NOT MORE THAN 44" ABOVE THE FINISHED FLOOR RE e'-. h
GUARANTEE NOR ASSURE LIABILITY FOR THE JOB SAFETY, TEMPORARY SHORING AND BRACING ABOVE FLOOD CRITERIA. AS REQUIRE PER 31112(bX3)OF THE OWA O REVT"r `•
SUBCONTRACTOR AND BUILDER SHALL GOVERN ALL SECTIONS OF THE SPECIFICATIONS. R E BR RD COUNTY EDITION OF THE SF.B.C. . �
AND THE PERFORMANCE OF THE CONTRACTOR SOILS SHALL BE TREATED FOR TERMITES PRIOR TO PLACEMENT OF THE CONCRETE. MATERIALS AND j .,
5. ALL WORK THAT 15 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 15 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 CONTRACTOR WALL CONDITIONS PRIOR TO POURING THE SLAB TO INSURE COORDINATION WITH ALL MASONRY F
SAME. ALL WORK PERFORMED TO BE PART OF A COMPLETE PACKAGE WITHIN THE COMPLETED.
FILLED CELLS AND CONCRETE COLUMNS LOCATIONS.
DEFINITIONS OF NORMAL INDUSTRY STANDARDS. 5, 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.WF. (DOUBLY REINFORCED 30" FROM AMX SEAL HERE
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.
6. ALL PERMITS, INSPECTIONS, APPROVALS, ETC., SHALL BE APPLIED FOR AND PAID OR ROADS. FINISH (VOTES:
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
(o. 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 .
CONTRACTOR OR DAMAGE'11. AT THE END OF THE DAYS WORK, COYER ALL WORK LIKELY t0 BE DAMAGED. ANY WORK MASONRY NOTES: BATHROOM FLOORS AND BASE SHALL BE OF IMPERVIOUS MATERIALS PER 6F.B.G. 1406.2(5). �
DAMAGED BY FAILURE TO PROVIDE PROTECTION SHALL BE REMOVED AND REPLACED WITH
�. ALL WORK COMPLETED OR OTHERWISE, SHALL BE PROPERLY PROTECTED AT ALL 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 C90 FOR LOAD BEARING
AND PROVIDE ALL FENCES, BARRICADES, ETC. AS MAY BE NEEDED TO PROTECT THE CONCRETE MASONRY.'' TILE FINISH SELECTED BY OWNER 9
LIFE AND PROPERTY AND AS MAY BE REQUIRED BY AUTHORITIES HAYING
JURISDICTION OVER THIS WORK HE SHALL REPAIR AT HIS OWN COST ANY DAMAGES PRE CAST CONCRETE UNITS ALL M REN R SHALL L B.C.MINIMUM OF TTY PE M (M-2500 PSI) OR S (5-1800 PSI)MORTAR OR TOILETS:
�
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 N
OR PRE CAST MANUFACTURER'S DELEGATED STRUCTURAL ENGINEER THE DELEGATED ENGINEER ALL CONCRETE COLUMNS INTEGRAL WITH THE MASONRY SHALL BE CAST AFTER THE MASONRY HAS W •
8. DISCREPANCIES: THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE PROJECT TOILET ROOMS SHALL )AYE MINIMUM WIDTH OT THREE FEEL AND A MINIMUM AREA OR 15 SQ.FT. AS
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. O
- THROUGH INSPECTION OF THE SITE, THE DRAWINGS AND SPECIFICATIONS, SO AS TO PER SECTION 14052(b)OF THE E 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 o A
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. �j W W
DESCRIPTION OF ALL ABBREVIATIONS AND NOMENCLATURES USED IN THE CALCULATIONS AND �•-� MM
OMISSIONS ARE REPORTED AND CLARIFICATION OBTAINED FROM THE ARCHITECT PRIOR 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 w
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.G. . ALL VERTICAL
_ 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. FRAMES, ROOF ASSEMBLIES, WALL ASSEMBLIES (SHEATHING,FURRING, LATH, SILL PLATES), ETC.
CONTRACTOR THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS FOR COORDINATION. DESIGN MANUAL AND A.G.I. CODE MEMBERS SHALL BE DESIGNED TO CARRY ALL EXPECTED
CONSTRUCTION FACE LOADS. EXPANSION JOINTS IN MASONRY SHALL BE PROVIDED AT APPROXIMATELY EVERY 120' BUT AT A
9, 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 4. SHOP DRAWINGS SHALL SHOW AND SPECIFY CONCRETE TYPE AND STRENGTH, JOIST ANCHORAGE,
REINFORCED MASONRY WALLS ARE USED TYPICALLY THROUGHOUT THE BUILDING T14EREFORE CARE
SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT STEEL INSERTS, CONC. COVERS BEARING DIMENSIONS PLAY LAYOUT AND LOCATION OF EACH MUST BE TAKEN BY THE CONTRACTOR TO INSURE QUALITY OF WORK AND PROPER PLACEMENT OF W
ARE SHOWN OR NOTED. FOR ANY CLARIFICATIONS IT SHALL BE THE PRE CAST MEMBER, CONNECTIONS TO OTHER STRUCTURES AND SUPPORTS, ALL PENETRATIONS ALL REINFORCEMENT. VERTICAL WALL REINFORCING SHALL BE LAP SPLICED AT NO GREATER THAN
RESPONSIBILITY OF THE CONTRACTOR TO CONSULT THE ARCHITECT BEFORE (AS REQUIRED BY OTHER TRADES) LOAD TRANSFERRING, COMPONENTS, DESIGN LOADS AND OTHER
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
LOCATION WHERE SPLICES OCCUR WITHOUT EXCEPTION. THE CONTRACTOR SHALL ASSURE THAT ALL C3 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
THE BUILDER CURRENT INSURANCE CERTIFICATES IN THE AMOUNTS STRUCTURE SHALL BE CLEARLY INDICATED IN THE SHOP DRAWINGS, IF REQUIRED. _______________ --------------- --------------- • •
REQUESTED BY THE BUILDER FOR WORKMAN'S COMPENSATION, 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 MANUFACTURER'S ROOF TRU65 SHOP DRAWINGS, SHEATHING NAILS 6"OC PANEL SUPP. � ' ' � � • •
IT IS THE INTENTION OF THE PARTIES THAT THE SUBCONTRACTOR SHALL _______________ _______________ __-____________ l
OR REMOVAL THEREOF)AS REQUIRED FOR SAFE ERECTIONS OF THE PRE CAST UNITS OR MASONRY WALLS HAVE BEEN DESIGNED IN ACCORDANCE TO SFB.C. 2105 FOR ENGINEERED UNIT I ~
- INDEMNIFY THE BUILDER AND ARCHITECT FOR ANY AND ALL COST, SUITS, SYSTEM. PLYWOOD ROOF 8d RING SHANK 4"OC PANEL EDGES ffi
AND JUDGMENTS FOR PROPERTY DAMAGE AND PERSONAL INJURY MASONRY, BY ACI 530-92, ASCE 5-92 AND TMS 402-92. Z W '
(INCLUDING DENTAL), ARISING OUT OF THE WORK OF ANY CONTRACTOR . NO FABRICATION OF PREFAB COMPONENTS SHALL BEGIN UNTIL ALL SHOP DRAWINGS AND SHEATHING ---- ) NAILS 6"OC INT. SUPP. w A
CALCULATIONS HAVE BEEN REVIEWED BY THE ENGINEER OF RECORD AND THE ARCHITECT. -------- ------ ------MMON--- ---------------
11. ALTERING STRUCTURAL MEMBERS: NO STRUCTURAL MEMBER SHALL BE 8. ALL METAL CONNECTIONS SHALL BE RUST PROOF PAINTED. ALL FIELD WELDS SHALL BE WIRE- GLASS BLOCK: SHEATHING R�ONEI) NAIL COMMON ro"OOC PANEL PEPDGES � � � O O
OMITTED,NOTCHED, CUT, BLOCKED OUT, OR RELOCATED WITHOUT PRIOR r � � 1
APPROVAL BY THE ARCHITECT AND/OR A STRUCTURAL ENGINEER BRUSH GLEANED 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 -'"'-'-"-"'-' --"-"-""""- ""'-'--""-- g V V I=1•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 ( SHALL BE RESPONSIBLE FOR SCHEDULING OPERATIONS. ALL WELDS SHALL BE INSPECTED BY CERTIFIED WELDING INSPECTOR
MORTAR t0 HAVE COMPRESSIVE STRENGTH TYPE S (5-1800 PSI) AT 20 DAYS. STRIPS tv EXT.
INSPECTIONS AS PER 3023 (e) SF.B.C. EXPANSION STRIPS TO BE PLACED PER MANUFACTURER'S SPECIFICATIONS. MASONRY WALLS
p�® --------------- --------------- N
EXCAVATION, AND FOUNDATION ALL GLASS BLOCK SHALL BE INSTALLED AS PER SF.B.C. SECTION 21042 V.
GEI�IERAL. FOOTING, ;, EXT. WINDOW BUCK 0.099 X11/211611
- MASONRY ►.�I
- I. THE DRAWINGS ARE INTENDED TO SNOW THE GENERAL ARRANGEMENT, DESIGN NOTES AND SPECIFICATIONS FRAMING: Ixl
AND EXTENT OF THE WORK ARE PARTIALLY DIAGRAMMATIC, THEY ARE NOT INTENDED EXT. DOOR BUCK • • U
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. MASONRY WALL Z � W •• C"'1 O
UNTIL PROVISIONS FOR PERMANENT SUPPORT HAVE BEEN MADE. ALL EXCAVATIONS SHALL BE
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 --------------- W � � � 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= 75 PSI AND E= 1400 KIPS, UNLESS OTHERWISE NOTED lNo. 2 OR BETTER). EXT. WINDOWS 4 U
DOOR STRAP o �-, A � 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 TIMBERMAXII LAMINATED VENEER LUMBER AS MANUFACTURED =
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 P51 AND E= 2000 KIPS. GARAGE DOOR --1 MAX. 9" OCR t�
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
CONDITIONS AT THE JOB SITE WITH THE PLANS AND SPECIFICATIONS. THEY SHALL FOUNDATION UNLESS SUCH FOOTING OR FOUNDATION IS FIRST PROPERLY UNDERPINNED OR PROVIDE l2)2 X 8 HEADERS ABOVE OPENINGS IN BEARING WALLS UNLESS OTHERWISE SHOWN ON BUCKS PINS STAGGERED
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 --------------- - - - - ------------- W coo
SHOWN.MULTIPLE HEADERS AND STUDS SHALL BE SECURELY SPIKED TOGETHER WD. BOT. SILL PLATE I�i2" ANCHOR BOLTS MAX. 48" O/C "
ENGINEER BEFORE COMMENCING WORK THE CONTRACTOR AND HIS SUBCONTRACTORS 2.FOUNDATIONS BRNG WALLS ONLY
SHALL LAYOUT THEIR WORK FROM ESTABLISHED REFERENCE POINTS AND BE HILT( SDM -12-536
THE STRUCTURE SHALL BE CONSTRUCTED ON MONOLITHIC FOOTINGS, WHICH HAVE BEEN DESIGNED ALL WORK IS TO CONFORM THE MINIMUM STANDARDS OF THE LATEST APPLICABLE SF.B.C. PIN 16"O.C. MAX. 16" O/C
RESPONSIBLE FOR ALL LINES, ELEVATIONS AND MEASUREMENTS IN CONNECTION WITH FOR A MAXIMUM BEARING CAPACITY OF 2500 PSF. COMPLY WITH RECOMMENDATIONS OF NFPA MANUAL FOR HOUSE FRAMING NFPA RECOMMEND NAILING """--------- ------ ------- �
THEIR WORK ---------------
22 COMMENCEMENT OF CONSTRUCTION SCHEDULE, AND NFPA NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. WIRE LAT) 11/4X.120 NAIL 6" O/C SIDE
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 TO SUPP.4 TIED
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. 8" o0
AMERICAN LUMBER STANDARDS COMMITTEE. � � � oM0
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 e 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 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 SHANKEp NAILS 0 PTO 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. W/MIN.20 RINGS/IN.43/8 6 O/C IN DIP, OF N
(B)THE CONTRACTOR SHALL NOT PROCEED WITH THE CONSTRUCTION OF FOUNDATIONS OR HEADLONG - ROLL 12" O/C
5. THE CONTRACTOR SHALL USE THE STRUCTURAL DRAWINGS AND SPECIFICATIONS TOGETHER SUPERSTRUCTURE WITHOUT PERMISSION FROM THE ENGINEER UPON THE ENGINEER'S COMPLETION PROVIDE DRAFT STOPPING SEPARATING USABLE SPACES INTO AREAS OF NO GREATER THAN 3000 ACROSS WIDTH OF � �
WITH THE ARCHITECTURAL,MECHANICAL, ELECTRICAL AND OTHER TRADE DRAWINGS AND SQ.FT. AS PER SFB.C. 20006b. T TL. TIN 32GA SHEET ROLL �O
SHOP DRAWINGS, TO LOCATE DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS, RECESSES, OTECNN CAL ENGINEER'S REPORT. EVALUATION AND RECOMMENDATIONS. REVISED PLANS BMTL. TIN CAPS�MIN�1-
E NON SEARING ARTITIONS. $ MAX, of 2 C-5
.
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. W
ALL INTERIOR NON BEARING PARTITIONS SHALL BE 3 5/8" MTL. OR 2 X 4 WOOD STUDS At 24" O.C. ------""-""
SHOP DRA GAS DELEGATED ENGINEERING: CONCRETE NOTES: MAXIMUM SPACING WITH ��i" MINIMUM GYPSUM DRYWALL EACH SIDE. --"' -"'---" SHANKED NAILS w
1. ALL SHOP DRAWINGS SHALL BE SUBMITTED FOR A/E'S REVIEW ONLY AFTER THEY NAVE CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 301 AND SHALL ATTAIN A MINIMUM BEARING PARTITIONS: DRIP EDGE _______________ 6"CL THROUGH 00
BEEN THOROUGHLY REVIEWED BY THE CONTRACTOR FOR CONSTRUCTION METHODS, COMPRESSIVE STRENGTH IN 28 DAYS OF 3000 PSI FOR BEAMS AND COLUMNS UNLESS OTHERWISE 10d.10d.GALV DRIP EDGE con 000
HOUR RATED AS PER SF.B.C. TABLE 31-8 ITEM '19. ROOF TILE ---------------
APPROVOAL STAMP.T THE A/E ASSUMES 1 NOMRESP NS151LITY FOR DIMENSIONS, QUANTITIES, CONCRETE WHEN PLACED SHALL HAVE A MAXIMUM SLUMP OF 6 INCHES. BEARING PARTITIONS ARE TO BE I 2 PER TILE
ENGINEERING DESIGN BY DELEGATED ENGINEERS, ERRORS OR OMISSIONS AS A RESULT OF --------------- N
REVIEWING ANY SHOP DRAWINGS. ANY ERRORS OR OMISSIONS MUST BE MADE GOOD BY ---------------
THE
DESIGN AND LOCATION OF CONSTRUCTION JOINTS SHALL CONFORM STRICTLY To THE REQUIREMENTS ROOF TRUSSES ARE t0 BE DESIGNED BY THE TRUSS MANUFACTURER TO MEET OR EXCEED THE
A/E AND EVENT�HOUGHWORK DOE IAN ACiCORDANCE WI EVIEW BY THE 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 Q OM
2. BEFORE STRUCTURAL INSPECTIONS CAN BE MADE ON A PORTION OF THE STRUCTURE, ALL 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,
PERMANENT BRACING, BRIDGING, ATTACHMENTS, AND ANCHORAGE FOR FINAL INSTALLATION. ARE ACCEPTABLE.
RELATED SHOP DRAWINGS, DELEGATED ENGINEERING, PRODUCT APPROVAL,MANUFACTURER' 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 EMBEDDED ITEMS SUCH AS FLOOR SAFES, PIPES SLEEVES, ANCHOR BOLTS, ETC., PRIOR to PLACING (WALLS 4 BEAMS)OF THE BUILDING. ALL BEARING WALLS AND BEAMS ARE INDICATED ON THE PLANS.
_ THE CONCRETE. THE FRAMING SCHEME (INCLUDING BEARING POINTS)OF THE T D D D D D D D D
AND APPROVED BY THE BUILDING DEPARTMENT. BE R P E BUSSES CAN NOT BE CHANGED WITHOUT . o
3. THE A/E WILL REVIEW ALL SHOP DRAWINGS, PREPARED AND SIGNED AND SEALED BY THE WRITTEN APPROVAL OF THE ARCHITECT OF RECORD. D D D D D D D D D D D
CONTRACTOR'6 DELEGATED ENGINEER, ONLY FOR GENERAL COMPLIANCE WITH THE DESIGN CONCRETE PROTECTION OF REINFORCING BARS SHALL BE AS FOLLOWS:I' I� S�,q��p g1S'1 a FLORIDA REGISTERED SHOP ENGINEERWITO THE ARCHITECT OF RECORD FOR REVIEW AND � • �
INTENT, REQUIRED LOADING AND COORDINATION WITH THE STRUCTURE AS SHOWN ON THE FOOTINGS 3 CLR BOTTOM AND SIDES, 2 CLR ON TOP D D D D D D D D D W-
PERMIT PLANS. APPROVAL PRIOR TO'FABRICATION. THE DRAWINGS ARE TO INDICATE ALL POINTS OF LOADING
WALLS 2" CLR OUTSIDE FACE, I1/2 CLR �,
INSIDE FACE ALONG WITH ASSOCIATE REACTIONS. THE DRAWINGS ARE ALSO TO CLEARLY INDICATE WORK AND
4. CONTRACTOR SHALL SUBMIT TO A/E 3 SETS OF BLUEPRINTS SLABS 3/4" GLR MATERIALS SUPPLIED BY THE TRUSS MANUFACTURER AND THE WORK AND MATERIALS REQUIRED
OF THE STRUCTURAL SHOP DRAWINGS FOR REVIEW , BEFORE STARTING FABRICATION. A/E BEAMS 1- I/2" CLR TO 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 A615- GRADE 60. ALL ROOF SHEATHING NOTE:
DETAILING AND ACCESSORIES SHALL CONFORM TO TYPICAL DETAILS SHOWN IN THE "MANUAL OF ALL ROOF SHEATHING TO BE 19/32 THICK CDX PLYWOOD SHEATHING.
m i D-I
STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ACI 315, LATEST EDITION 11.
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
OTHER CONCRETE SHALL BE LAP SPLICED 36 BAR DIAMETER OR 1'-6" MINIMUM WHICHEVER IS OR MORE SPANS.
0
GREATER(EXCEPT AS NOTED IN DRAWINGS). ALL BARS AT T14E 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